CN207988501U - The mounting structure of angle steel is used at China Democratic National Construction Association's house template splicing - Google Patents
The mounting structure of angle steel is used at China Democratic National Construction Association's house template splicing Download PDFInfo
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- CN207988501U CN207988501U CN201820378895.6U CN201820378895U CN207988501U CN 207988501 U CN207988501 U CN 207988501U CN 201820378895 U CN201820378895 U CN 201820378895U CN 207988501 U CN207988501 U CN 207988501U
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Abstract
The utility model discloses the mounting structures that angle steel is used at a kind of China Democratic National Construction Association house template splicing, including angle steel, steel pin and screw assembly；The size of angle steel is 40*40*5mm, and angle is 45 ° or 90 °；Steel pin includes that a U-shaped portion and a L-shaped portion, U-shaped portion are fixedly connected with L-shaped portion；Angle steel is fixed on by screw assembly in template, and two adjacent angle steel of different templates are connected by steel pin.Pass through content disclosed by the utility model, in China Democratic National Construction Association's housing construction, shear wall formwork, which splices position (the piece position i.e. between template and template), installs angle steel, to reduce shear wall formwork loss, improve template recycling rate of waterused, accelerate template spelling and tear speed open, while improving shear wall concrete formation quality.
Description
Technical field
The utility model is related to the mounting structure of angle steel is used at a kind of China Democratic National Construction Association house template splicing.
Background technology
In traditional China Democratic National Construction Association's housing project template installation, shear wall formwork stitching portion is using the side for adding nailing template and flitch
Formula is reinforced, and shear wall formwork spelling is extremely time-consuming and laborious during tearing open, while shear wall formwork is being repeated plus followed closely, form removal
And it is vulnerable to damage during flitch, it deforms, causes shear wall concrete spillage, faulting of slab ends, negative and positive angle occur not upright etc.
Quality problems.
Utility model content
The purpose of the utility model is to overcome the deficiencies in the prior art, provide one kind in China Democratic National Construction Association's housing construction, are cutting
Power wall form, which splices position (the piece position i.e. between template and template), installs angle steel, with this configuration to reduce shear wall formwork
Loss improves template recycling rate of waterused, accelerates template spelling and tears speed open, while improving shear wall concrete formation quality.
The purpose of this utility model is achieved through the following technical solutions：Angle steel is used at China Democratic National Construction Association's house template splicing
Mounting structure, including angle steel, steel pin and screw assembly；
The size of angle steel is 40*40*5mm, and angle is 45 ° or 90 °；
Steel pin includes that a U-shaped portion and a L-shaped portion, U-shaped portion are fixedly connected with L-shaped portion；
Angle steel is fixed on by screw assembly in template, and two adjacent angle steel of different templates are connected by steel pin.
It is preferred that the U-shaped portion of steel pin and L-shaped portion are integrally formed or welding.
It is preferred that steel pin is made of the round steel of a diameter of 8mm.
It is preferred that screw assembly uses M6*30 stainless steel countersunk head screw components.
It is preferred that shear wall formwork level splices position, stainless steel countersunk head is used in two pieces of templates of docking
Each installation length of screw assembly is the 40*40*5mm angle steel that 80mm spacing 600mm angles are 90 °, the elongation steel side in the middle part of angle steel
8 steel pins of φ are installed at edge 15mm position trepannings, bore dia 8.5mm, middle part.
It is preferred that shear wall formwork vertically splices position, used on two pieces of casting formworks of docking spacing for
Respectively the high 40*40*5mm angles of walls such as installation are 90 ° of angle steel to 300mm stainless steel countersunk head screws component, and 8 steel of φ is installed on angle steel
Pin.
It is preferred that shear wall formwork internal corner part, uses spacing stainless for 300mm in two pieces of templates of docking
Respectively the high 40*40*5mm angles of walls such as installation are 45° angle steel to steel countersunk head screw component, and 8 steel pins of φ are installed on angle steel.
The installation method of angle steel is used at China Democratic National Construction Association's house template splicing：
It can splice the angle steel reinforced that position uses in shear wall formwork difference using angle steel, steel pin, stainless steel screw composition
External member；
Angle steel reinforced external member can be mounted in the different parts templates such as the big face of shear wall, inner corner trim, external corner, and recycling rate of waterused
Height, consolidation effect are apparent so that template spelling tears open rapid and is not easily susceptible to damage；
Angle steel reinforced external member can be combined collocation according to shear wall different cross section form and size, strong applicability, flexibly
Property is strong and reusable.
The installation method of angle steel is used at China Democratic National Construction Association's house template splicing：
S1, angle steel reinforced set is formed using the angle steel of 40*40*5mm, 8 steel pins of φ, M6*30 stainless steel countersunk head screw components
Part；
S2, according to shear wall different cross section form and size, it is heavy using stainless steel at shear wall formwork difference splicing position
Head screw component installs angle steel rigidized cover part：
S21, shear wall formwork level splice position, each using stainless steel countersunk head screw component in two pieces of templates of docking
Installation length is the 40*40*5mm angle steel that 80mm spacing 600mm angles are 90 °, the elongation steel edge positions 15mm in the middle part of angle steel
Trepanning, bore dia 8.5mm, φ 8 steel pin of the middle part clipping room away from 600mm；
S22, shear wall formwork vertically splice position, use spacing stainless for 300mm on two pieces of casting formworks of docking
Respectively the high 40*40*5mm angles of walls such as installation are 90 ° of angle steel to steel countersunk head screw component, φ 8 steel of the clipping room away from 600mm on angle steel
Pin；
S23, shear wall formwork internal corner part use spacing for 300mm stainless steel countersunk head spiral shells in two pieces of templates of docking
Respectively the high 40*40*5mm angles of walls such as installation are 45° angle steel to silk component, φ 8 steel pin of the clipping room away from 600mm on angle steel.
The utility model has the beneficial effects that：
In China Democratic National Construction Association's housing construction, splice position (the piece position i.e. between template and template) established angle in shear wall formwork
Steel device improves template recycling rate of waterused to reduce shear wall formwork loss, accelerates template spelling and tears speed open, while improving shearing
Wall concrete formation quality.
Description of the drawings
Fig. 1 is steel pin structural schematic diagram；
Fig. 2 is steel angle structure schematic diagram；
Fig. 3 is that template docks piece schematic diagram；
Fig. 4 is the A-A schematic diagrames of Fig. 3；
Fig. 5 is the B-B schematic diagrames of Fig. 3；
Fig. 6 is that internal corner formwork docks piece schematic diagram；
Fig. 7 is the C-C schematic diagrames of Fig. 6；
In figure, 1- templates, the horizontal pieces of 2-, the vertical pieces of 3-, 4- angle steel, 5- screw assemblies, 6- steel pins, the spelling of 7- inner corner trims
Seam.
Specific implementation mode
The technical solution of the utility model, but the scope of protection of the utility model are described in further detail below in conjunction with the accompanying drawings
It is not limited to as described below.
As shown in Fig. 1~Fig. 7,1 stitching portion of China Democratic National Construction Association's house template uses the mounting structure of angle steel 4, including angle steel 4, steel pin 6
With screw assembly 5；
The size of angle steel 4 is 40*40*5mm, and angle is 45 ° or 90 °；
Steel pin 6 includes that a U-shaped portion and a L-shaped portion, U-shaped portion are fixedly connected with L-shaped portion；
Angle steel 4 is fixed on by screw assembly 5 in template 1, and two adjacent angle steel 4 of different templates 1 are connected by steel pin 6
It connects.
It is preferred that the U-shaped portion of steel pin 6 and L-shaped portion are integrally formed or welding.
It is preferred that steel pin 6 is made of the round steel of a diameter of 8mm.
It is preferred that screw assembly 5 is using M6*30 stainless steel countersunk head screws component 5.
It is preferred that the horizontal splicing position of shear wall formwork 1, heavy using stainless steel in two pieces of templates 1 of docking
5 each installation length of head screw component is the 40*40*5mm angle steel 4 that 80mm spacing 600mm angles are 90 °, in 4 middle part elongation of angle steel
The 4 edge positions 15mm trepanning of steel, bore dia 8.5mm, φ 8 steel pin 6 of the middle part clipping room away from 600mm realize the spelling of template 1
It connects, remove.
It is preferred that shear wall formwork 1 vertically splices position, spacing is used in two pieces of templates, 1 template 1 of docking
For 300mm stainless steel countersunk head screws component 5, respectively the high 40*40*5mm angles of walls such as installation are 90 ° of angle steel 4, clipping room on angle steel 4
8 steel pins 6 of φ away from 600mm are realized the splicing of template 1, are removed.
It is preferred that 1 internal corner part of shear wall formwork, used in two pieces of templates 1 of docking spacing for 300mm not
Becoming rusty, respectively the high 40*40*5mm angles of walls such as installation are 45° angle steel 4 to steel countersunk head screw component 5, and clipping room is away from 600mm's on angle steel 4
8 steel pins 6 of φ are realized the splicing of template 1, are removed.
1 stitching portion of China Democratic National Construction Association's house template uses the installation method of angle steel 4：
It can splice the angle steel 4 that position uses in 1 difference of shear wall formwork using angle steel 4, steel pin 6, stainless steel screw composition
Reinforce external member；
Angle steel 4 is reinforced external member and can be mounted in the different parts templates 1 such as the big face of shear wall, inner corner trim, external corner, and reuses
Rate is high, and consolidation effect is apparent so that the spelling of template 1 tears open rapid and is not easily susceptible to damage；
Angle steel 4 reinforces external member can be combined collocation according to shear wall different cross section form and size, strong applicability, flexibly
Property is strong and reusable.
1 stitching portion of China Democratic National Construction Association's house template uses the installation method of angle steel 4：
S1, angle steel 4 (including 90 ° of angle steel 4 and prefabricated 45° angle steel 4), 8 steel pins of φ, 6 (HPB300 φ using 40*40*5mm
8 reinforcement fabrications), M6*30 stainless steel countersunk head screws component 5 form angle steel 4 reinforce external member；
S2, according to shear wall different cross section form and size, it is heavy using stainless steel at the different splicing positions of shear wall formwork 1
Head screw component 5 installs angle steel 4 and reinforces external member：
Horizontal splicing position (horizontal piece 2) of S21, shear wall formwork 1, uses stainless steel in two pieces of templates 1 of docking
5 each installation length of countersunk head screw component is the 40*40*5mm angle steel 4 that 80mm spacing 600mm angles are 90 °, the middle part of angle steel 4 away from
The 4 edge positions 15mm trepanning of angle steel, bore dia 8.5mm, φ 8 steel pin 6 of the middle part clipping room away from 600mm realize the spelling of template 1
It connects, remove；
S22, shear wall formwork 1 vertically splicing position (vertical piece 3), between being used in two pieces of templates, 1 template 1 of docking
Away from being 90 ° of angle steel 4 for high 40*40*5mm angles of walls such as each installations of 300mm stainless steel countersunk head screws component 5, installed on angle steel 4
8 steel pins 6 of φ of spacing 600mm are realized the splicing of template 1, are removed；
S23,1 internal corner part of shear wall formwork (or inner corner trim piece 7), used in two pieces of templates 1 of docking spacing for
Respectively the high 40*40*5mm angles of walls such as installation are 45° angle steel 4 to 300mm stainless steel countersunk head screws component 5, on angle steel 4 clipping room away from
8 steel pins 6 of φ of 600mm are realized the splicing of template 1, are removed.
In the splicing of the utility model template 1, demolishing process, only need that directly steel pin 6 is installed, is removed, you can reach
The purpose of fast Speed Pinyin form removal 1；The installation of stainless steel countersunk head screw component 5 sets horn mouth using being stayed in 1 inside of shear wall formwork
(or the small structure of outer imperial palace) installs countersunk head screw by horn mouth side, nut is installed after shear wall formwork 1 and angle steel 4
Mode, not only realized being fastenedly connected for angle steel 4 and template 1, but also can avoid stainless there are installing after shear wall concrete formation
The trace of steel bolt assembly influences shear wall concrete impression quality.
The utility model at least has the advantage that：
1, the utility model angle steel 4 reinforces external member and small, high recycling rate is lost, and consolidation effect is apparent, can guarantee and cuts
Power wall concrete formation quality.The angle steel 4 that a set of higher suitable splicing of shear wall different parts template 1 of reuse rate is reinforced
Device reaches and is reinforced to 1 stitching portion of shear wall formwork, and the spelling of template 1 is torn open conveniently, not because splicing, removing the purpose being damaged.
2, the utility model angle steel 4 reinforce external member use can effectively accelerate template 1 spelling tear speed open, accelerate construction progress,
Reduce construction cost.
3, the use of 4 rigidized cover of the utility model angle steel can reduce the damage of template 1, improve shear wall concrete formation matter
Amount, makes template 1 install more standardized, more beautiful.
The spelling of shear wall formwork 1 that the avoidable traditional reinforcing mode of the utility model is brought tears time-consuming and laborious and template 1 open and exists
It is damaged in splicing, demolishing process, influences shear wall concrete formation quality.Reach and improve 1 recycling rate of waterused of template, improves
Shear wall concrete formation quality, while accelerating the spelling of template 1 and tearing construction speed open, reduce the effect of construction cost.It can generate larger
Social benefit, have higher application value.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, and should refer to
Go out, all any modification, equivalent and improvement made within the spirit and principle of the present invention etc. should all include
It is within the protection scope of the utility model.
Claims (7)
1. using the mounting structure of angle steel at China Democratic National Construction Association's house template splicing, it is characterised in that：Including angle steel, steel pin and screw group
Part；
The size of angle steel is 40*40*5mm, and angle is 45 ° or 90 °；
Steel pin includes that a U-shaped portion and a L-shaped portion, U-shaped portion are fixedly connected with L-shaped portion；
Angle steel is fixed on by screw assembly in template, and two adjacent angle steel of different templates are connected by steel pin.
2. using the mounting structure of angle steel at China Democratic National Construction Association house according to claim 1 template splicing, it is characterised in that：Steel pin
U-shaped portion and L-shaped portion be integrally formed or welding.
3. using the mounting structure of angle steel at China Democratic National Construction Association house according to claim 1 template splicing, it is characterised in that：Steel pin
It is made of the round steel of a diameter of 8mm.
4. using the mounting structure of angle steel at China Democratic National Construction Association house according to claim 1 template splicing, it is characterised in that：Screw
Component uses M6*30 stainless steel countersunk head screw components.
5. using the mounting structure of angle steel at China Democratic National Construction Association house according to claim 1 template splicing, it is characterised in that：Shearing
Wall form level splices position, uses each installation length of stainless steel countersunk head screw component between 80mm in two pieces of templates of docking
The 40*40*5mm angle steel for being 90 ° away from 600mm angles, the positions the 15mm trepanning of elongation steel edge, bore dia are in the middle part of angle steel
8 steel pins of φ are installed at 8.5mm, middle part.
6. using the mounting structure of angle steel at China Democratic National Construction Association house according to claim 1 template splicing, it is characterised in that：Shearing
Wall form vertically splices position, uses spacing each for 300mm stainless steel countersunk head screw components on two pieces of casting formworks of docking
The high 40*40*5mm angles of walls such as installation are 90 ° of angle steel, and 8 steel pins of φ are installed on angle steel.
7. using the mounting structure of angle steel at China Democratic National Construction Association house according to claim 1 template splicing, it is characterised in that：Shearing
Wall form internal corner part uses spacing for walls such as each installations of 300mm stainless steel countersunk head screws component in two pieces of templates of docking
High 40*40*5mm angles are 45° angle steel, and 8 steel pins of φ are installed on angle steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820378895.6U CN207988501U (en) | 2018-03-20 | 2018-03-20 | The mounting structure of angle steel is used at China Democratic National Construction Association's house template splicing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820378895.6U CN207988501U (en) | 2018-03-20 | 2018-03-20 | The mounting structure of angle steel is used at China Democratic National Construction Association's house template splicing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207988501U true CN207988501U (en) | 2018-10-19 |
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ID=63827513
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820378895.6U Active CN207988501U (en) | 2018-03-20 | 2018-03-20 | The mounting structure of angle steel is used at China Democratic National Construction Association's house template splicing |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108277979A (en) * | 2018-03-20 | 2018-07-13 | 中国五冶集团有限公司 | The mounting structure and method of angle steel are used at China Democratic National Construction Association's house template splicing |
| CN109779253A (en) * | 2019-02-27 | 2019-05-21 | 上海宝冶建筑工程有限公司 | A kind of formwork edge joint clamp device and method |
-
2018
- 2018-03-20 CN CN201820378895.6U patent/CN207988501U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108277979A (en) * | 2018-03-20 | 2018-07-13 | 中国五冶集团有限公司 | The mounting structure and method of angle steel are used at China Democratic National Construction Association's house template splicing |
| CN109779253A (en) * | 2019-02-27 | 2019-05-21 | 上海宝冶建筑工程有限公司 | A kind of formwork edge joint clamp device and method |
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