CN108729673A - A kind of tool-typed formwork hoisting die construction method at plate face difference of height - Google Patents
A kind of tool-typed formwork hoisting die construction method at plate face difference of height Download PDFInfo
- Publication number
- CN108729673A CN108729673A CN201810327233.0A CN201810327233A CN108729673A CN 108729673 A CN108729673 A CN 108729673A CN 201810327233 A CN201810327233 A CN 201810327233A CN 108729673 A CN108729673 A CN 108729673A
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- China
- Prior art keywords
- rod piece
- height
- tool
- mould
- plate face
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
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- 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
- E04G17/18—Devices for suspending or anchoring form elements to girders placed in ceilings, e.g. hangers
Abstract
A kind of tool-typed formwork hoisting die construction method at plate face difference of height, it is characterised in that include the following steps：A, it makes and hangs mould template, b, installation hang mould template, c, concrete placings, and mould template is hung in d, dismounting.Tool-typed formwork hoisting die construction method has tool-typed formwork apparatus structure simple, easy to make at the plate face difference of height of the present invention, hoisting die construction is simple, it is easy to operate, accurately control absolute altitude, molding effect is effectively ensured, and ensures that negative and positive angles is not destroyed, template is not damaged during form removal, improve the number of turnover for hanging mould template, the advantages of cost-effective and cost efficiency.
Description
Technical field
The present invention relates to a kind of formwork erection methods of concreting, specifically, being work at a kind of plate face difference of height
Tool formula template hoisting die construction method.
Background technology
During concrete structure construction between toilet, kitchen, balcony hang mould position, using traditional flitch hoisting die construction
When, since flitch can float, be removed with concrete difficulty, lead to hang that the control of mould absolute altitude is poor, molding effect is poor, form removal is in the process to the moon
External corner damages and to hang mould damaged template serious.
Therefore at known plate face difference of height tool-typed formwork hoisting die construction method there are problems that it is above-mentioned various inconvenient and.
Invention content
The purpose of the present invention is to propose tool-typed formwork hoisting die construction at a kind of plate face difference of height made of angle bar
Method.
To achieve the above object, technical solution of the invention is：
A kind of tool-typed formwork hoisting die construction method at plate face difference of height, it is characterised in that include the following steps：
A, it makes and hangs mould template
According to toilet, between kitchen, the size of balcony difference of height position makes asymmetric U-bracket with angle bar, and branch is provided with the
1 rod piece is welded and fixed in the one end of the both ends of the 1st rod piece respectively with the 2nd rod piece and the 3rd rod piece, makes the 1st rod piece and the 2nd rod piece
Vertical with the 3rd rod piece, the length of the 2nd rod piece is more than the 3rd rod piece；Respectively one angle bar of setting connects the other end of 2nd rod piece and the 3rd rod piece
Fitting, angle bar connector are equipped with through-hole, to penetrate bolt fastening；Mould template is hung mutually to be spelled by two asymmetric U-brackets
Docking is closed, and composition rectangle support is fastened with bolt；
Wherein：The length of 1st rod piece is equal to the short side of rectangle support, and the sum of the 2nd rod piece and the 3rd rod piece are equal to the length of rectangle support
Side；To rectangle support Unified number, it is ensured that can check the number matching in construction；
B, mould template is hung in installation
Toilet between kitchen, after the reinforcing bar binding of balcony difference of height position is completed, is put well by jug hustler mould contour line is hung,
Ensure to hang the accurate of mould position；The integral rectangle support that is connected with that size is applicable in is placed into carry, the bottom of rectangle support
Concrete bracer is arranged in portion, ensures that rectangle support does not sink during concrete placings, and the installation of mould template is hung in completion；It is complete to hang mould template construction
It is corrected after, it is ensured that reinforced after position, absolute altitude are errorless；
C, concrete placings
Concrete is poured according to conventional；
D, it removes and hangs mould template
It is removed after concrete molding and hangs mould template；After hanging mould form removable, hangs and brush oil maintenance after mould template is cleaned out, wait for next construction
It is continuing with.
The present invention plate face difference of height at tool-typed formwork hoisting die construction method can also using technical measures below come
It further realizes.
Method above-mentioned, wherein the angle bar specification is 50 × 50 × 4mm.
Method above-mentioned, wherein each one section of reinforcing bar of welding makees the 1st tiltedly on the inside of two right angles of the asymmetry U-bracket
Support, and weld one section of reinforcing bar between two ends of asymmetric U-bracket and make the 2nd diagonal brace.
Method above-mentioned, wherein the 1st diagonal brace is diameter >=16mm reinforcing bars.
Method above-mentioned, wherein the 2nd diagonal brace is diameter >=16mm reinforcing bars.
After adopting the above technical scheme, tool-typed formwork hoisting die construction method is with following at the plate face difference of height of the present invention
Advantage：
1, tool-typed formwork apparatus structure is simple, easy to make；
2, hoisting die construction is simple, easy to operate, can accurately control absolute altitude, molding effect is effectively ensured, and during form removal
Ensure that negative and positive angle is not destroyed, template is not damaged；
3, the number of turnover for hanging mould template is improved, it is cost-effective, play the role of cost efficiency.
Description of the drawings
Fig. 1 is the asymmetric U-bracket structural schematic diagram of the embodiment of the present invention；
Fig. 2 is the rectangle support structural schematic diagram that mould is hung as template of the embodiment of the present invention；
Fig. 3 is the positions the P enlarged drawing of Fig. 2；
Fig. 4 is that the template of the embodiment of the present invention hangs the use state diagram of mould.
In figure：1 the 1st rod piece, 2 the 2nd rod pieces, 3 the 3rd rod pieces, 4 the 1st diagonal braces, 5 the 2nd diagonal braces, 6 angle bar connectors, 7 through-holes, 8
Bolt, 9 beams, 10 floors, 11 concrete bracers, 12 reinforced frames.
Specific implementation mode
With reference to embodiments and its attached drawing illustrates further the present invention.
Embodiment 1
The technological process of tool-typed formwork hoisting die construction method at the plate face difference of height of the present invention：
Mold materials is hung to prepare → hang the blanking of mould template, process → hang mould template splicing → scene unwrapping wire → hoisting die construction → correction,
Reinforcing → concrete placings → form removable → cleaning, maintenance.
Tool-typed formwork hoisting die construction method at the plate face difference of height of the present invention, includes the following steps：
A, it makes and hangs mould template
Referring now to Fig. 1, Fig. 1 is the asymmetric U-bracket structural schematic diagram of the embodiment of the present invention.According to toilet, between kitchen,
The size of balcony difference of height position makes asymmetric U-bracket with angle bar, and branch is provided with the 1st rod piece, at the both ends of the 1st rod piece
One end with the 2nd rod piece and the 3rd rod piece is welded and fixed respectively, keeps the 1st rod piece 1 vertical with the 2nd rod piece 2 and the 3rd rod piece 3, the 2nd bar
The length of part is more than the 3rd rod piece；The other end one section of clip of each vertical welding of 2nd rod piece and the 3rd rod piece makees angle bar connector
6, the interface of angle bar connector is equipped with through-hole 7, to be worn when the band logical hole end surface of the 2nd rod piece and the 3rd rod piece docks
Enter the fastening of bolt 8.Fig. 1 shows monolithic asymmetry U-bracket, will need to spell two panels asymmetry U-bracket in actual use
Close docking.Fig. 2 is the rectangle support structural schematic diagram that mould is hung as template of the embodiment of the present invention, and Fig. 3 is that the positions P of Fig. 2 are put
Big figure.It hangs mould template to be docked by two asymmetric mutual splits of U-bracket, and composition rectangle support is fastened with bolt；It is described not
Each one section of diameter 16mm reinforcing bar of welding makees the 1st diagonal brace on the inside of two right angles of symmetrical U-bracket, and in asymmetric U-bracket
One section of diameter 16mm reinforcing bar is welded between two ends makees the 2nd diagonal brace.
Wherein：The length of 1st rod piece is equal to the short side of rectangle support, and the sum of the 2nd rod piece and the 3rd rod piece are equal to rectangle support
Long side, wherein：The length of 2nd rod piece is that the length of the 2/3, the 3rd rod piece of the long side of entire rectangle support is entire rectangle branch
The 1/3 of the long side of frame.To rectangle support Unified number, it is ensured that can check the number matching in construction.The angle bar specification is 50 × 50
×4mm。
B, mould template is hung in installation
Fig. 4 is that the template of the embodiment of the present invention hangs the use state diagram of mould.Toilet, between kitchen, balcony difference of height position
Reinforcing bar binding complete after, put well by jug hustler hanging mould contour line, it is ensured that hang the accurate of mould position；The use that size is applicable in
It is bolted integral rectangle support and places carry, the bottom setting concrete bracer 11 of rectangle support ensures during concrete placings
Rectangle support does not sink, and the installation of mould template is hung in completion；It hangs mould template construction to be corrected after the completion, it is ensured that position, absolute altitude are errorless
After reinforced.
C, concrete placings
Concrete is poured according to conventional method.
D, it removes and hangs mould template
It is removed after concrete molding and hangs mould template；After hanging mould form removable, hangs and brush oil maintenance after mould template is cleaned out, wait for next construction
It is continuing with.
Tool-typed formwork hoisting die construction method at the plate face difference of height of the present invention should be noted that in Specific construction：
1, the two-sided full weld of welding requirements, weld seam is satisfactory, and welding is secured；
2, pay attention to striking time after the completion of concrete placings, corner angle are not destroyed i.e. dismountable when form removal, and concrete strength is not less than 1.2MPa；
3, phenomena such as paying attention to protecting during form removal, forbidding to occur striking, pound, fall, avoids template deformation, damage, influence, which is hung, to be imitated
Fruit；
4, the concrete residue on surface etc. is cleaned out in time after form removable is complete, surface brush oil, and again that number mark is fresh
It is bright, it is used convenient for next time.
The present invention has substantive distinguishing features and significant technological progress, and tool-typed formwork hangs mould and applies at plate face difference of height of the invention
Work method changes traditional flitch template and hangs mould, keeps hoisting die construction simple, easy to operate, can accurately control absolute altitude, effectively protects
Molding effect has been demonstrate,proved, and ensure that negative and positive angle is not destroyed, template is not damaged during form removal, has also improved and hangs mould template
The number of turnover has saved cost, plays the role of cost efficiency.
Above example is used for illustrative purposes only rather than limitation of the present invention, the technology people in relation to technical field
Member, without departing from the spirit and scope of the present invention, can also make various transformation or variation.Therefore, all equivalent
Technical solution should also belong to scope of the invention, should be limited by each claim.
Claims (5)
1. a kind of tool-typed formwork hoisting die construction method at plate face difference of height, it is characterised in that include the following steps：
A, it makes and hangs mould template
According to toilet, between kitchen, the size of balcony difference of height position makes asymmetric U-bracket with angle bar, and branch is provided with the
1 rod piece is welded and fixed in the one end of the both ends of the 1st rod piece respectively with the 2nd rod piece and the 3rd rod piece, makes the 1st rod piece and the 2nd rod piece
Vertical with the 3rd rod piece, the length of the 2nd rod piece is more than the 3rd rod piece；Respectively one angle bar of setting connects the other end of 2nd rod piece and the 3rd rod piece
Fitting, angle bar connector are equipped with through-hole, to penetrate bolt fastening；Mould template is hung mutually to be spelled by two asymmetric U-brackets
Docking is closed, and composition rectangle support is fastened with bolt；
Wherein：The length of 1st rod piece is equal to the short side of rectangle support, and the sum of the 2nd rod piece and the 3rd rod piece are equal to the length of rectangle support
Side；To rectangle support Unified number, it is ensured that can check the number matching in construction；
B, mould template is hung in installation
Toilet between kitchen, after the reinforcing bar binding of balcony difference of height position is completed, is put well by jug hustler mould contour line is hung,
Ensure to hang the accurate of mould position；The integral rectangle support that is connected with that size is applicable in is placed into carry, the bottom of rectangle support
Concrete bracer is arranged in portion, ensures that rectangle support does not sink during concrete placings, and the installation of mould template is hung in completion；It is complete to hang mould template construction
It is corrected after, it is ensured that reinforced after position, absolute altitude are errorless；
C, concrete placings
Concrete is poured according to conventional；
D, it removes and hangs mould template
It is removed after concrete molding and hangs mould template；After hanging mould form removable, hangs and brush oil maintenance after mould template is cleaned out, wait for next construction
It is continuing with.
2. tool-typed formwork hoisting die construction method at plate face difference of height as described in claim 1, which is characterized in that the angle bar
Specification is 50 × 50 × 4mm.
3. tool-typed formwork hoisting die construction method at plate face difference of height as described in claim 1, which is characterized in that described not right
Claim on the inside of two right angles of U-bracket each one section of reinforcing bar of welding to make the 1st diagonal brace, and two ends of asymmetric U-bracket it
Between one section of reinforcing bar of welding make the 2nd diagonal brace.
4. tool-typed formwork hoisting die construction method at plate face difference of height as claimed in claim 3, which is characterized in that the described 1st
Diagonal brace is diameter >=16mm reinforcing bars.
5. tool-typed formwork hoisting die construction method at plate face difference of height as claimed in claim 3, which is characterized in that the described 2nd
Diagonal brace is diameter >=16mm reinforcing bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810327233.0A CN108729673A (en) | 2018-04-12 | 2018-04-12 | A kind of tool-typed formwork hoisting die construction method at plate face difference of height |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810327233.0A CN108729673A (en) | 2018-04-12 | 2018-04-12 | A kind of tool-typed formwork hoisting die construction method at plate face difference of height |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108729673A true CN108729673A (en) | 2018-11-02 |
Family
ID=63941301
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810327233.0A Pending CN108729673A (en) | 2018-04-12 | 2018-04-12 | A kind of tool-typed formwork hoisting die construction method at plate face difference of height |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109610705A (en) * | 2018-12-04 | 2019-04-12 | 江苏兴厦建设工程集团有限公司 | It is a kind of control toilet ship-and-galley tile hollowing, cracking, leakage construction method |
| CN113027123A (en) * | 2021-03-18 | 2021-06-25 | 山西四建集团有限公司 | Suspended formwork construction method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5721665A (en) * | 1980-07-15 | 1982-02-04 | Nisso Sangyo Kk | Temporary scaffold apparatus serving as mold support |
| CN101353912A (en) * | 2008-08-28 | 2009-01-28 | 温州建设集团公司 | Construction method of structure conversion layer concrete girder steel bracket formwork support |
| CN201679228U (en) * | 2010-03-18 | 2010-12-22 | 廖祖梁 | Shell support steel mould structure of hydraulic power plant |
| CN106285002A (en) * | 2015-05-28 | 2017-01-04 | 五冶集团上海有限公司 | Cast-in-place walls difference of height tool-type hoisting die construction method |
-
2018
- 2018-04-12 CN CN201810327233.0A patent/CN108729673A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5721665A (en) * | 1980-07-15 | 1982-02-04 | Nisso Sangyo Kk | Temporary scaffold apparatus serving as mold support |
| CN101353912A (en) * | 2008-08-28 | 2009-01-28 | 温州建设集团公司 | Construction method of structure conversion layer concrete girder steel bracket formwork support |
| CN201679228U (en) * | 2010-03-18 | 2010-12-22 | 廖祖梁 | Shell support steel mould structure of hydraulic power plant |
| CN106285002A (en) * | 2015-05-28 | 2017-01-04 | 五冶集团上海有限公司 | Cast-in-place walls difference of height tool-type hoisting die construction method |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109610705A (en) * | 2018-12-04 | 2019-04-12 | 江苏兴厦建设工程集团有限公司 | It is a kind of control toilet ship-and-galley tile hollowing, cracking, leakage construction method |
| CN113027123A (en) * | 2021-03-18 | 2021-06-25 | 山西四建集团有限公司 | Suspended formwork construction method |
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Application publication date: 20181102 |