CN104863359B - Template reinforcement device of reinforced concrete wall pillar part and usage method of same - Google Patents
Template reinforcement device of reinforced concrete wall pillar part and usage method of same Download PDFInfo
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- CN104863359B CN104863359B CN201510217460.4A CN201510217460A CN104863359B CN 104863359 B CN104863359 B CN 104863359B CN 201510217460 A CN201510217460 A CN 201510217460A CN 104863359 B CN104863359 B CN 104863359B
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Abstract
The invention relates to a template reinforcement device of a reinforced concrete wall pillar part and a usage method of the same, which comprise dedicated right-angle reinforcing parts, wherein the dedicated right-angle reinforcing part comprises a crown wall steel tube, a crown pillar steel tube, a pillar part insertion tube and a wall part insertion tube, one end of the crown wall steel tube is connected to one end of the crown pillar steel tube, the other end is connected to the wall part insertion tube, the crown wall steel tube is mutually perpendicular to the crown pillar steel tube, the other end of the crown pillar steel tube is connected to the pillar part insertion tube at a position close to the end part, and the pillar part insertion tube is mutually perpendicular to the crown pillar steel tube. The dedicated right-angle reinforcing parts are disposed symmetrically on two sides of a part protruded from a wood template, and the template is tensioned by a pull rod and a steel buckle plate in a wall through nut adjustment; and an upper pillar part insertion tube is inserted to a horizontal steel tube, the wall part insertion tube is inserted to a short steel tube, and the dedicated right-angle reinforcing part is externally tensioned by the pull rod. The template reinforcement device of the reinforced concrete wall pillar part and the usage method of the same provided by the invention ensure installation perpendicularity of the template at a wall pillar corner by a special structural form of the right-angle reinforcing part, and facilitate guarantee of engineering quality and increase of user satisfaction.
Description
Technical field
The invention belongs to shear wall concrete wall column formwork construction technology field, more particularly to a kind of armored concrete wall column
Position template bracing means and its using method.
Background technology
In the general construction in reinforced concrete shear wall wall column formwork, lack effective template reinforcing device, be easily caused
After concreting, wall column angle is not vertical, the construction quality common fault such as corner angle not Founder, a kind of armored concrete wall column portion
Position template reinforcing device and using method solve a traditional construction difficult problem.This device makes easily, easy for installation, with strong points,
Simple to operate, can be used in turn, relatively conventional template system, there is good economic benefit and social benefit.
Content of the invention
The technical problem to be solved be provide a kind of armored concrete wall column position template bracing means and its
Using method, this device makes easily, easy for installation, with strong points, simple to operate, improves efficiency of construction it is ensured that engineering
Quality, reduces engineering cost.
The technical solution adopted for the present invention to solve the technical problems is：A kind of armored concrete wall column position template is provided
Bracing means, including special right angle girth member, described special right angle girth member include crown wall steel pipe, fore-set steel pipe, post position insert
Pipe and wall position intubation, described crown wall steel pipe one end is connected with fore-set steel pipe one end, other end connection wall position intubation, described top
Wall steel pipe is orthogonal with fore-set steel pipe, and the described fore-set steel pipe other end is near end position connecting post position intubation, described post
Position intubation is orthogonal with fore-set steel pipe.
Described special right angle girth member uses in pairs, is separately positioned on the plank sheathing protruding parts that cross section assumes a " convex " shape
Both sides, symmetrically arranged special right angle girth member passes through outside and pull bar is connected, and described outside connects this to special respectively to pull bar
With the end of the fore-set steel pipe other end in right angle girth member, the both sides of clamping plank sheathing protruding parts, corresponding two post portions
Equipped with short steel pipes between the intubation of position, wall position intubation connects horizontal steel tube and stretches out along plank sheathing, and described crown wall steel pipe passes through
Horizontal steel tube tension to pull bar and plank sheathing another side within the walls.
It is lined with vertically-arranged flitch between described special right angle girth member, horizontal steel tube and short steel pipes and plank sheathing.
Described within the walls to pull bar with outside pull bar two ends be provided with steel buckle and adjusted template tightening using nut.
A kind of using method of armored concrete wall column position template bracing means, step is as follows：
When A, concrete wall column formwork, plank sheathing is first set；
If B, setting gradually dried layer take-up device from the top down along plank sheathing；
C, it is symmetrical arranged special right angle girth member in the both sides of plank sheathing protruding parts, and by within the walls to pull bar, steel button
Plate utilizes nut to adjust template tightening；
D, it is symmetrical arranged special right angle girth member upper prop position intubation and short steel pipes are plugged in together, another headwall position is inserted
Pipe is plugged in together with horizontal steel tube, by outside, special right angle girth member is strained by pull bar；
E, according to gap size, wooden seben is squeezed between short steel pipes and vertically-arranged flitch, wall column formwork is held out against, utilize
Wooden seben and vertically-arranged flitch are fixed by steel nail, prevent from coming off.
Beneficial effect
Multigroup special right angle girth member is arranged on armored concrete wall column position by the present invention, relies on right angle girth member peculiar
Structural form guarantee the perpendicularity of wall column rotation angle position model sheetinstallat, be conducive to controlling that corner is not upright and corner angle are not straight
Etc. construction quality common fault, make easily, easy for installation, with strong points, simple to operate, can improve efficiency of construction can having enough to meet the need makes
With being conducive to increasing economic efficiency, advantageously ensuring that construction quality improves user satisfaction.
Brief description
Fig. 1 is right angle of the present invention girth member organigram；
Fig. 2 is armored concrete wall column position template bracing means schematic diagram of the present invention；
Fig. 3 is A-A profile in accompanying drawing 2 of the present invention；
Fig. 4 is B-B profile in accompanying drawing 2 of the present invention.
Specific embodiment
With reference to specific embodiment, the present invention is expanded on further.It should be understood that these embodiments are merely to illustrate the present invention
Rather than restriction the scope of the present invention.In addition, it is to be understood that after having read the content of present invention instruction, people in the art
Member can make various changes or modifications to the present invention, and these equivalent form of values equally fall within the application appended claims and limited
Scope.
As shown in Figures 1 to 4, a kind of armored concrete wall column position template bracing means, including special right angle girth member, institute
State special right angle girth member and include crown wall steel pipe 1, fore-set steel pipe 2, post position intubation 3 and wall position intubation 4, described crown wall steel pipe
1 one end is connected with fore-set steel pipe 2 one end, other end connection wall position intubation 4, and described crown wall steel pipe 1 and fore-set steel pipe 2 hang down mutually
Directly, described fore-set steel pipe 2 other end is near end position connecting post position intubation 3, described post position intubation 3 and fore-set steel pipe 2
Orthogonal.
Described special right angle girth member uses in pairs, is separately positioned on plank sheathing 10 protruding parts that cross section assumes a " convex " shape
Both sides, symmetrically arranged special right angle girth member passes through outside and pull bar 6 connected, and described outside connects this respectively to pull bar 6
To the end of fore-set steel pipe 2 other end in special right angle girth member, the both sides of clamping plank sheathing 10 protruding parts, corresponding two
Equipped with short steel pipes 12 between root post position intubation 3, wall position intubation 4 connects horizontal steel tube 9 and stretches out along plank sheathing 10, described
Crown wall steel pipe 1 passes through within the walls the horizontal steel tube 9 of pull bar 7 and plank sheathing 10 another side to be strained.
It is lined with vertically-arranged flitch 8 between described special right angle girth member, horizontal steel tube 9 and short steel pipes 12 and plank sheathing 10.
Described within the walls to pull bar 7 with outside pull bar 6 two ends be provided with steel buckle 5 and adjusted template tightening using nut.
A kind of using method of armored concrete wall column position template bracing means, step is as follows：
When A, concrete wall column formwork, plank sheathing 10 is first set；
If B, setting gradually dried layer take-up device from the top down along plank sheathing 10；
C, it is symmetrical arranged special right angle girth member in the both sides of plank sheathing 10 protruding parts, and by within the walls to pull bar 7, steel
Buckle 5 utilizes nut to adjust template tightening；
D, it is symmetrical arranged special right angle girth member upper prop position intubation 3 and is plugged in together with short steel pipes 12, another headwall portion
Position intubation 4 is plugged in together with horizontal steel tube 9, by outside, special right angle girth member is strained by pull bar 6；
E, according to gap size, wooden seben 11 is squeezed between short steel pipes 12 and vertically-arranged flitch 8, wall column formwork is held out against,
Will be fixing to wooden seben 11 and vertically-arranged flitch 8 using steel nail, prevent from coming off.
In actual use, special right angle girth member is by crown wall steel pipe 1, fore-set steel pipe 2, post position intubation 3 and wall position
Intubation 4 is welded to form, and crown wall steel pipe 1 fore-set steel pipe 2 is mutually perpendicular to, and fore-set steel pipe 2 is mutually perpendicular to post position intubation 3.Wherein,
Crown wall steel pipe 1 with fore-set steel pipe 2 with support shuttering when horizontal steel tube 9 caliber that adopts identical, post position intubation 3 and wall position are inserted
Pipe 4 caliber is smaller, may be inserted in horizontal steel tube 9 or short steel pipes 12, for special right angle girth member by crown wall steel pipe 1 and other
The bayonet joint of steel pipe.
In concrete wall column formwork, be followed successively by from outside to inside special right angle girth member or horizontal steel tube 9, vertically-arranged flitch 8,
Plank sheathing 10 forms.If wall column two side template is connected by dried layer take-up device, every layer of take-up device sets relatively in body of wall both sides
Put, every side is two steel pipes, by utilizing nut to adjust template tightening pull bar 7, steel buckle 5 within the walls.Wall column position is adopted
With special right angle girth member, and about wall column each pair, special right angle girth member one end and horizontal steel tube 9 bayonet joint, separately
Special right angle girth member is strained to pull bar 6, finally according to gap size by one end and short steel pipes 12 bayonet joint by outside
Wooden seben 11 is squeezed between short steel pipes 12 and vertically-arranged flitch 8, wall column formwork is held out against, using steel nail by wooden seben 11 He
Vertically-arranged flitch 8 is fixing, prevents from coming off.By wall column position template bracing means, by wall column formwork system effectively connection.
Claims (5)
1. a kind of armored concrete wall column position template bracing means, including special right angle girth member it is characterised in that described specially
Include crown wall steel pipe (1), fore-set steel pipe (2), post position intubation (3) and wall position intubation (4), described crown wall with right angle girth member
Steel pipe (1) one end is connected with fore-set steel pipe (2) one end, other end connection wall position intubation (4), described crown wall steel pipe (1) with top
Post steel pipe (2) is orthogonal, and described fore-set steel pipe (2) other end is near end position connecting post position intubation (3), described post portion
Position intubation (3) is orthogonal with fore-set steel pipe (2).
2. a kind of armored concrete wall column position template bracing means according to claim 1 it is characterised in that described specially
Used in pairs with right angle girth member, be separately positioned on the both sides of plank sheathing (10) protruding parts that cross section assumes a " convex " shape, symmetrically
The special right angle girth member of setting passes through outside and pull bar (6) is connected, and described outside connects this to special straight respectively to pull bar (6)
The end of fore-set steel pipe (2) other end in the girth member of angle, clamp the both sides of plank sheathing (10) protruding parts, corresponding two posts
Equipped with short steel pipes (12) between position intubation (3), wall position intubation (4) connects horizontal steel tube (9) along plank sheathing (10) to extension
Stretch, described crown wall steel pipe (1) passes through horizontal steel tube (9) tension to pull bar (7) and plank sheathing (10) another side within the walls.
3. a kind of armored concrete wall column position template bracing means according to claim 1 and 2 is it is characterised in that institute
State and be lined with vertically-arranged flitch (8) between special right angle girth member, horizontal steel tube (9) and short steel pipes (12) and plank sheathing (10).
4. a kind of armored concrete wall column position template bracing means according to claim 2 is it is characterised in that described wall
Interior to pull bar (7) with outside pull bar (6) two ends be provided with steel buckle (5) and adjusted template tightening using nut.
5. a kind of using method of armored concrete wall column position template bracing means, step is as follows：
When A, concrete wall column formwork, first setting plank sheathing (10)；
B, along plank sheathing (10) if setting gradually dried layer take-up device from the top down；
C, it is symmetrical arranged special right angle girth member in the both sides of plank sheathing (10) protruding parts, and by within the walls to pull bar (7), steel
Buckle (5) utilizes nut to adjust template tightening；
D, it is symmetrical arranged special right angle girth member upper prop position intubation (3) and is plugged in together with short steel pipes (12), another headwall portion
Position intubation (4) is plugged in together with horizontal steel tube (9), by outside, special right angle girth member is strained by pull bar (6)；
E, according to gap size, wooden seben (11) is squeezed between short steel pipes (12) and vertically-arranged flitch (8), by wall column formwork top
Tightly, will be fixing to wooden seben (11) and vertically-arranged flitch (8) using steel nail, prevent from coming off.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510217460.4A CN104863359B (en) | 2015-04-30 | 2015-04-30 | Template reinforcement device of reinforced concrete wall pillar part and usage method of same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510217460.4A CN104863359B (en) | 2015-04-30 | 2015-04-30 | Template reinforcement device of reinforced concrete wall pillar part and usage method of same |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104863359A CN104863359A (en) | 2015-08-26 |
| CN104863359B true CN104863359B (en) | 2017-02-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510217460.4A Active CN104863359B (en) | 2015-04-30 | 2015-04-30 | Template reinforcement device of reinforced concrete wall pillar part and usage method of same |
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| CN (1) | CN104863359B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108532950A (en) * | 2018-05-30 | 2018-09-14 | 广东建星建造集团有限公司 | Plank sheathing joins formwork with steel form |
| CN113123595B (en) * | 2021-04-08 | 2022-11-25 | 中国建筑第八工程局有限公司 | Wall column connecting template reinforcing structure and construction method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2427568Y (en) * | 2000-05-11 | 2001-04-25 | 郭云宾 | Bean, collumn and shuttering fastener |
| JP2003020791A (en) * | 2001-07-04 | 2003-01-24 | Murakami Komuten:Kk | Method for fastening corner portion of form |
| CN201321721Y (en) * | 2008-12-09 | 2009-10-07 | 赵贵增 | Constructional column no-putlog-hole template fixing device in brick and concrete structure construction |
| CN203755675U (en) * | 2014-03-25 | 2014-08-06 | 中国建筑第四工程局有限公司 | Shear wall column end template fastening device |
-
2015
- 2015-04-30 CN CN201510217460.4A patent/CN104863359B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2427568Y (en) * | 2000-05-11 | 2001-04-25 | 郭云宾 | Bean, collumn and shuttering fastener |
| JP2003020791A (en) * | 2001-07-04 | 2003-01-24 | Murakami Komuten:Kk | Method for fastening corner portion of form |
| CN201321721Y (en) * | 2008-12-09 | 2009-10-07 | 赵贵增 | Constructional column no-putlog-hole template fixing device in brick and concrete structure construction |
| CN203755675U (en) * | 2014-03-25 | 2014-08-06 | 中国建筑第四工程局有限公司 | Shear wall column end template fastening device |
Non-Patent Citations (1)
| Title |
|---|
| 现浇墙柱钢管楞梁模板施工技术;陈乃耕;《建筑施工》;20140731;第30卷(第7期);第851-852页 * |
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| CN104863359A (en) | 2015-08-26 |
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Address after: 201999 room A, room 1325, Mudanjiang Road, Shanghai, Baoshan District, 403 Co-patentee after: MCC TIANGONG GROUP Corp.,Ltd. Patentee after: SHANGHAI ERSHIYE CONSTRUCTION Co.,Ltd. Address before: 201999 room A, room 1325, Mudanjiang Road, Shanghai, Baoshan District, 403 Co-patentee before: MCC TIANGONG GROUP Corp.,Ltd. Patentee before: SHANGHAI MCC13 CONSTRUCTION Co.,Ltd. Address after: 201999 room A, room 1325, Mudanjiang Road, Shanghai, Baoshan District, 403 Co-patentee after: MCC TIANGONG GROUP Corp.,Ltd. Patentee after: SHANGHAI MCC13 CONSTRUCTION Co.,Ltd. Address before: 201999 room A, room 1325, Mudanjiang Road, Shanghai, Baoshan District, 403 Co-patentee before: MCC TIANGONG GROUP Corp.,Ltd. Patentee before: CMTCC Shanghai 13th Construction Co.,Ltd. |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190702 Address after: Room A, Room 403, 1325 Mudanjiang Road, Baoshan District, Shanghai, 20199 Co-patentee after: CHINA MCC20 GROUP Corp.,Ltd. Patentee after: SHANGHAI ERSHIYE CONSTRUCTION Co.,Ltd. Address before: Room A, Room 403, 1325 Mudanjiang Road, Baoshan District, Shanghai, 20199 Co-patentee before: MCC TIANGONG GROUP Corp.,Ltd. Patentee before: SHANGHAI ERSHIYE CONSTRUCTION Co.,Ltd. |