CN108277979A - The mounting structure and method of angle steel are used at China Democratic National Construction Association's house template splicing - Google Patents
The mounting structure and method of angle steel are used at China Democratic National Construction Association's house template splicing Download PDFInfo
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- CN108277979A CN108277979A CN201810229582.9A CN201810229582A CN108277979A CN 108277979 A CN108277979 A CN 108277979A CN 201810229582 A CN201810229582 A CN 201810229582A CN 108277979 A CN108277979 A CN 108277979A
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- steel
- angle steel
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- shear wall
- angle
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 162
- 239000010959 steel Substances 0.000 title claims abstract description 162
- 238000010276 construction Methods 0.000 title claims abstract description 30
- 238000000034 method Methods 0.000 title claims description 12
- 238000009415 formwork Methods 0.000 claims abstract description 37
- 238000004064 recycling Methods 0.000 claims abstract description 7
- 229910001220 stainless steel Inorganic materials 0.000 claims description 29
- 239000010935 stainless steel Substances 0.000 claims description 28
- 238000009434 installation Methods 0.000 claims description 27
- 238000003032 molecular docking Methods 0.000 claims description 18
- 230000000694 effects Effects 0.000 claims description 5
- 238000005266 casting Methods 0.000 claims description 4
- 238000007596 consolidation process Methods 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 abstract description 8
- 238000010586 diagram Methods 0.000 description 7
- 230000008901 benefit Effects 0.000 description 2
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/001—Corner fastening or connecting means for forming or stiffening elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention 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.Content disclosed by the invention, 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 present invention relates to mounting structures and method that 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.
Invention content
It is an object of the invention to overcome the deficiencies of the prior art and provide one kind in China Democratic National Construction Association's housing construction, in shear wall
Angle steel is installed at template splicing position (the piece position i.e. between template and template), with this configuration with method to reduce shear wall mould
Plate is lost, and improves template recycling rate of waterused, accelerates template spelling and tears speed open, while improving shear wall concrete formation quality.
The purpose of the present invention is achieved through the following technical solutions：The peace of angle steel is used at China Democratic National Construction Association's house template splicing
Assembling 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 beneficial effects of the invention are as follows：
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
Technical scheme of the present invention is described in further detail below in conjunction with the accompanying drawings, but protection scope of the present invention is not limited to
It is 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.
Template 1 of the present invention is spliced, in demolishing process, only needs directly install steel pin 6, remove, you can reach quick
Spell the purpose of form removal 1；The installation of stainless steel countersunk head screw component 5, using the inside of shear wall formwork 1 stay set horn mouth (or
The small structure of the outer imperial palace of person), countersunk head screw is installed by horn mouth side, passes through the side of installation nut after shear wall formwork 1 and angle steel 4
Formula had not only realized being fastenedly connected for angle steel 4 and template 1, but also can avoid after shear wall concrete formation that there are installation stainless steel spiral shells
The trace of bolt assembly influences shear wall concrete impression quality.
The present invention at least has the advantage that：
1, angle steel 4 of the present invention reinforces external member and small, high recycling rate is lost, and consolidation effect is apparent, can guarantee shear 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 fills
It sets, reaches and 1 stitching portion of shear wall formwork is reinforced, and the spelling of template 1 is torn open conveniently, not because splicing, removing the purpose being damaged.
2, angle steel 4 of the present invention reinforces the use of external member and can effectively accelerate the spelling of template 1 and tear speed open, accelerates construction progress, reduces
Construction cost.
3, the use of 4 rigidized cover of angle steel of the present invention can reduce the damage of template 1, improve shear wall concrete formation quality,
Template 1 is set to install more standardized, it is more beautiful.
The spelling of shear wall formwork 1 that the avoidable traditional reinforcing mode of the present invention is brought is torn time-consuming and laborious and template 1 open and is being spelled
It connects, be damaged in demolishing process, influence shear wall concrete formation quality.Reach and improve 1 recycling rate of waterused of template, raising is cut
Power 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 has higher application value.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, it is noted that all
All any modification, equivalent and improvement made by within the spirit and principles in the present invention etc. should be included in the guarantor of the present invention
Within the scope of shield.
Claims (9)
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.
8. using the installation method of angle steel at China Democratic National Construction Association's house template splicing, it is characterised in that：
It can splice the angle steel reinforced external member that position uses in shear wall formwork difference using angle steel, steel pin, stainless steel screw composition；
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 high recycling rate,
Consolidation effect is 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, and flexibility is strong
And it is reusable.
9. using the installation method of angle steel at China Democratic National Construction Association's house template splicing, it is characterised in that：
S1, angle steel reinforced external member is formed using the angle steel of 40*40*5mm, 8 steel pins of φ, M6*30 stainless steel countersunk head screw components；
S2, according to shear wall different cross section form and size, use stainless steel countersunk head spiral shell at shear wall formwork difference splicing position
Silk component installs angle steel rigidized cover part：
S21, shear wall formwork level splice position, are respectively installed using stainless steel countersunk head screw component in two pieces of templates of docking
Length is the 40*40*5mm angle steel that 80mm spacing 600mm angles are 90 °, the elongation steel edge positions the 15mm trepanning in the middle part of angle steel,
Bore dia is 8.5mm, φ 8 steel pin of the middle part clipping room away from 600mm；
S22, shear wall formwork vertically splice position, use spacing heavy for 300mm stainless steels 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 head screw component, φ 8 steel pin of the clipping room away from 600mm on angle steel；
S23, shear wall formwork internal corner part use spacing for 300mm stainless steel countersunk head screw groups in two pieces of templates of docking
Respectively the high 40*40*5mm angles of walls such as installation are 45° angle steel to part, φ 8 steel pin of the clipping room away from 600mm on angle steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810229582.9A CN108277979A (en) | 2018-03-20 | 2018-03-20 | The mounting structure and method of angle steel are used at China Democratic National Construction Association's house template splicing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810229582.9A CN108277979A (en) | 2018-03-20 | 2018-03-20 | The mounting structure and method of angle steel are used at China Democratic National Construction Association's house template splicing |
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| Publication Number | Publication Date |
|---|---|
| CN108277979A true CN108277979A (en) | 2018-07-13 |
Family
ID=62810052
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810229582.9A Pending CN108277979A (en) | 2018-03-20 | 2018-03-20 | The mounting structure and method of angle steel are 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 |
|---|---|---|---|---|
| CN109138583A (en) * | 2018-09-27 | 2019-01-04 | 国网湖北省电力有限公司宜昌供电公司 | A method of for make somebody a mere figurehead steel tower main material and efficient Forming framework sky steel tower |
| CN110130638A (en) * | 2019-05-23 | 2019-08-16 | 中铁二局集团有限公司 | A kind of plank sheathing splicing angle steel external member, channel steel external member and construction method |
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2018
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109138583A (en) * | 2018-09-27 | 2019-01-04 | 国网湖北省电力有限公司宜昌供电公司 | A method of for make somebody a mere figurehead steel tower main material and efficient Forming framework sky steel tower |
| CN110130638A (en) * | 2019-05-23 | 2019-08-16 | 中铁二局集团有限公司 | A kind of plank sheathing splicing angle steel external member, channel steel external member and construction method |
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Application publication date: 20180713 |