CN103452313B - Early-removing independent support strip - Google Patents
Early-removing independent support strip Download PDFInfo
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- CN103452313B CN103452313B CN201310419396.9A CN201310419396A CN103452313B CN 103452313 B CN103452313 B CN 103452313B CN 201310419396 A CN201310419396 A CN 201310419396A CN 103452313 B CN103452313 B CN 103452313B
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- support bar
- keelson
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Abstract
The invention discloses an early-removing independent support strip which comprises a plurality of parallel early-removing devices, wherein each early-removing device comprises a steel bracing strut (1), a standard keel (2) and a side keel (3). The early-removing independent support strip is characterized in that the early-removing device further comprises a top plate support head (4), a connection plate (5) and a connecting bar (6); the lower end of the top plate support head (4) is connected with the steel bracing strut (1); the left end and the right end of the top plate support head (4) are respectively connected with the standard keel (2) and the side keel (3) through the connection plate (5) and the connecting bar (6). The early-removing independent support strip provided by the invention is reasonably designed, safe and reliable and can be widely popularized and applied.
Description
Technical field
The present invention relates to and tear independent support band open a kind of morning, belong to technical field of building construction.
Background technology
In concrete structure construction, for shortening the striking time of slab form, accelerating the turnover of the material tools such as slab form, reducing the input of building slab plate tool simultaneously, current usual way adopts the form arranging early dismantling head to realize removing slab form in early days.Its operating principle is torn plate exactly open and is not torn supporting head open, and when floor concrete casting is after 3 ~ 4 days, when concrete strength reaches more than 50% of design strength, namely dismountable slab form and part support, and column is torn head early open and still kept holding state.When concrete strength reaches designing requirement, then remove whole vertical supporting.
Can, at the scene in practical operation, early dismantling head be set and there is following hidden danger:
1) because operator's technical level is uneven, often random large when arranging early dismantling head, cannot ensure that early dismantling head spacing concrete strength when form removal can meet code requirement;
2) because early dismantling head is arranged in vertical rod, with periphery vertical rod and indistinction, operator often seeks convenient all vertical rods can being connected as a single entity when stripping vertical rod, remove in the lump, again support top more subsequently, so, also exists serious structural safety and hidden danger of quality, do not have the effect of independent support at all, and the common existence at the construction field (site) of this phenomenon;
3) early dismantling head itself only contacts with concrete surface by one piece of small size iron plate, and Area of bearing is limited.Simultaneously because vertical rod is comparatively thin, sometimes cannot become a vertical line with early dismantling head, have a strong impact on its stressed and stability.
The present invention is based on said structure safety and hidden danger of quality, arrange and early tear independent support band open and can solve the problem.
Summary of the invention
Technical problem to be solved by this invention is, provide a kind of spacing criterion settings, independent support, the morning of firm supporting tears independent support band open.
For solving the problems of the technologies described above, the technical solution used in the present invention is:
A kind of morning tears independent support band open, for the early-dismantling device of several parallel arrangements, described early-dismantling device comprises: bracing members, standard keel and keelson, it is characterized in that: also comprise top plate supporting head, junction plate and connection rib, described top plate supporting head lower end is connected with described bracing members, a described top plate supporting left and right two ends by described junction plate be connected rib and be connected with described standard keel and keelson respectively.
Described top plate supporting head comprises big up and small down trapezoidal supporting member and the support bar for inserting described bracing members, described supporting member and support bar one-body molded, described top plate supporting head is cast member or Al-alloy parts.
The forward and backward face of described supporting member is all provided with the first groove for placing described connection rib.
Described junction plate comprise link for connecting described standard keel or keelson and for place described connection rib and forward and backward the second groove all having a setting, described connection rib is positioned over after in described first groove and the second groove and fixes with pin, and described junction plate is 2 with the number being connected rib.
Described link is up big and down small and top end opening trapezoidal, described standard keel or keelson are hollow bottomless and bottom surface is provided with 2 inside horizontal chimbs, and the top length of side of described link is less than the hollow chamber length of described standard keel or keelson and is greater than the length difference of described hollow chamber and two chimbs.
Described bracing members comprises upper support bar, lower support bar, thread head, adjuster and supporting latch, described lower support bar bottom ground connection, the described thread head of top cover bag, the internal thread be used in combination with described thread head is provided with inside described adjuster, described adjuster is be assembled in the hollow tube on described thread head, the bottom of described upper support bar insert cover have the lower support bar of described adjuster after with described supporting latch through fixing after the jack being arranged at described upper support bar and lower support bar, described support bar inserts the top of described upper support bar.
Linearly type after the connection of described standard keel or keelson and described top plate supporting head, namely the trapezoidal sharp angle of described top plate supporting head is identical with the link angle of described standard keel or keelson, and described standard keel or keelson are steel plate or aluminium alloy plate.
The spacing of adjacent described early-dismantling device is less than 2m.
Installation and the demounting procedure of tearing independent support band described morning open are:
Step one: according to scene often across the clear distance between slab form, first carries out snap the line location to be less than 2m spacing on lower floor's slab form face;
Step 2: install described bracing members according to snap the line anchor point: fixing described lower support bar bottom, after the described thread head of described lower support bar top cover bag, after described thread head assembles described adjuster, described upper support bar is inserted after installing the lower support bar of described adjuster, preliminary adjustment height after the support bar of described top plate supporting head is inserted the top of described upper support bar, described upper support bar and lower support bar is fixed with described supporting latch, the height utilizing adjuster to finely tune described bracing members makes described top plate supporting head and described standard keel or keelson be positioned at same level position,
Step 3: connect described top plate supporting head and described standard keel or keelson: be connected with described standard keel or keelson by described junction plate, method of attachment is put into by the other end after tilting to enter the hollow chamber of described standard keel or keelson by link one end of described junction plate again; 2 described connection ribs be positioned over the second groove of being positioned at forward and backward of described junction plate and be positioned at described top plate supporting head) first groove of forward and backward, put rear described pin well to fix, make 2 to connect rib and clamp described junction plate and described top plate supporting head;
Step 4: install slab form, carry out building operations;
Step 5: when floorslab concrete intensity reaches more than 50% of design strength, removes and early tears all supports outside independent support band and slab form open, accelerate the turnover of slab form, reduce the input of slab form simultaneously;
Step 6: when floorslab concrete reaches code requirement, remove described morning and tear independent support band open, method for dismounting is: first pull out described pin, take off described connection rib and junction plate, unload described standard keel and keelson, rotate described adjuster, described top plate supporting head is declined, take out described top plate supporting head, remove described bracing members, complete the dismounting that described morning tears independent support band open.
A kind of morning provided by the invention tears independent support band open, utilize junction plate and be connected rib and fix top plate supporting head and standard keel or keelson, this kind of connected mode instead of original one piece of small size iron plate and contacts with concrete surface, namely contact area is little, built on the sand, easy discontinuity causes construction risk in contact; In addition, independently, adjustable, the setting of the bracing members of constant spacing, making load-bearing more reasonable, making each bracing members be in the short stress across being less than 2m of slab form through measuring and calculating, load-bearing evenly, construct safer.A kind of independent support strip design of early tearing open provided by the invention is reasonable, safe and reliable, can wide popularization and application.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is the structural representation of early-dismantling device;
Fig. 3 is the structural representation of top plate supporting head;
Fig. 4 is left view or the right view of Fig. 3;
Fig. 5 is the structural representation of junction plate;
Fig. 6 is left view or the right view of Fig. 5.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is further described.
As shown in figures 1 to 6, a kind of morning tears independent support band open, for the early-dismantling device of several parallel arrangements, described early-dismantling device comprises: bracing members 1, standard keel 2 and keelson 3, it is characterized in that: also comprise top plate supporting 4, junction plate 5 and be connected rib 6, described top plate supporting 4 lower end are connected with described bracing members 1, a described top plate supporting 4 left and right two ends by described junction plate 5 be connected rib 6 and be connected with described standard keel 2 and keelson 3 respectively.
Described top plate supporting 4 comprises big up and small down trapezoidal supporting member 7 and the support bar 8 for inserting described bracing members 1, described supporting member 7 and support bar 8 one-body molded, described top plate supporting 4 is cast member or Al-alloy parts.
The forward and backward face of described supporting member 7 is all provided with the first groove 9 for placing described connection rib 6.
Described junction plate 5 comprise link 16 for connecting described standard keel 2 or keelson 3 and for place described connection rib 6 and forward and backward the second groove 10 all having a setting, described connection rib 6 is positioned over after in described first groove 9 and the second groove 10 and fixes with pin, and described junction plate 5 is 2 with the number being connected rib 6.
Described link 16 is up big and down small and top end opening trapezoidal, described standard keel 2 or keelson 3 are for hollow bottomless and bottom surface is provided with 2 inside horizontal chimbs, and the top length of side of described link 16 is less than the hollow chamber length of described standard keel 2 or keelson 3 and is greater than the length difference of described hollow chamber and two chimbs.
Described bracing members 1 comprises upper support bar 11, lower support bar 12, thread head 13, adjuster 14 and supporting latch 15, described lower support bar 12 bottom ground connection, the described thread head 13 of top cover bag, the internal thread be used in combination with described thread head 13 is provided with inside described adjuster 14, described adjuster 14 is for being assembled in the hollow tube on described thread head 13, the bottom of described upper support bar 11 insert cover have the lower support bar 12 of described adjuster 14 after with described supporting latch 15 through fixing after the jack being arranged at described upper support bar 11 and lower support bar 12, described support bar 8 inserts the top of described upper support bar 11.
Linearly type after the connection of described standard keel 2 or keelson 3 and described top plate supporting 4, namely the trapezoidal sharp angle of described top plate supporting 4 is identical with the link angle of described standard keel 2 or keelson 3, be 70 °, described standard keel 2 or keelson 3 are steel plate or aluminium alloy plate.
The spacing of adjacent described early-dismantling device is less than 2m.
Installation and the demounting procedure of tearing independent support band described morning open are:
Step one: according to scene often across the clear distance between slab form, first carries out snap the line location to be less than 2m spacing on lower floor's slab form face;
Step 2: install described bracing members 1 according to snap the line anchor point: fixing described lower support bar 12 bottom, after the described thread head 13 of described lower support bar 12 top cover bag, after described thread head 13 assembles described adjuster 14, described upper support bar 11 is inserted after installing the lower support bar 12 of described adjuster 14, tentatively regulate height and after the support bar 8 of described top plate supporting 4 is inserted the top of described upper support bar 11, described upper support bar 11 and lower support bar 12 is fixed with described supporting latch 15, the height utilizing adjuster 14 to finely tune described bracing members 1 makes described top plate supporting 4 and described standard keel 2 or keelson 3 be positioned at same level position,
Step 3: connect described top plate supporting 4 and described standard keel 2 or keelson 3: be connected with described standard keel 2 or keelson 3 by described junction plate 5, method of attachment is put into by the other end after tilting to enter the hollow chamber of described standard keel 2 or keelson 3 by link 16 one end of described junction plate again; 2 described connection ribs 6 are positioned over the second groove 10 of being positioned at forward and backward of described junction plate 5 and are positioned at the first groove 9 of described top plate supporting 4 forward and backward, put rear described pin well to fix, make 2 to connect ribs 6 and clamp described junction plate 5 and described top plate supporting 4;
Step 4: install slab form, carry out building operations;
Step 5: when floorslab concrete intensity reaches more than 50% of design strength, removes and early tears all supports outside independent support band and slab form open, accelerate the turnover of slab form, reduce the input of slab form simultaneously;
Step 6: when floorslab concrete reaches code requirement, remove described morning and tear independent support band open, method for dismounting is: first pull out described pin, take off described connection rib 6 and junction plate 5, unload described standard keel 2 and keelson 3, rotate described adjuster 14, make 4 decline of described top plate supporting, take out described top plate supporting 4, remove described bracing members 1, complete the dismounting that described morning tears independent support band open.
The above is only the preferred embodiment of the present invention; be noted that for those skilled in the art; under the premise without departing from the principles of the invention, can also make some improvements and modifications, these improvements and modifications also should be considered as protection scope of the present invention.
Claims (9)
1. tear independent support band open a morning, for the early-dismantling device of several parallel arrangements, described early-dismantling device comprises: bracing members (1), standard keel (2) and keelson (3), it is characterized in that: also comprise top plate supporting head (4), junction plate (5) and be connected rib (6), described top plate supporting head (4) lower end is connected with described bracing members (1), the left and right two ends of described top plate supporting head (4) by described junction plate (5) be connected rib (6) and be connected with described standard keel (2) and keelson (3) respectively.
2. tear independent support band open a kind of morning according to claim 1, it is characterized in that: described top plate supporting head (4) comprises big up and small down trapezoidal supporting member (7) and the support bar (8) for inserting described bracing members (1), described trapezoidal supporting member (7) and support bar (8) one-body molded, described top plate supporting head (4) is cast member or Al-alloy parts.
3. tearing independent support band open a kind of morning according to claim 2, it is characterized in that: the forward and backward face of described trapezoidal supporting member (7) is all provided with the first groove (9) for placing described connection rib (6).
4. tear independent support band open a kind of morning according to claim 3, it is characterized in that: described junction plate (5) comprise link (16) for connecting described standard keel (2) or keelson (3) and for place described connection rib (6) and forward and backward the second groove (10) all having a setting, described connection rib (6) is positioned over after in described first groove (9) and the second groove (10) and fixes with pin, and described junction plate (5) is 2 with the number being connected rib (6).
5. tear independent support band open a kind of morning according to claim 4, it is characterized in that: what described link (16) was up big and down small and top end opening is trapezoidal, described standard keel (2) or keelson (3) are for hollow bottomless and bottom surface is provided with 2 inside horizontal chimbs, and the top length of side of described link (16) is less than the hollow chamber length of described standard keel (2) or keelson (3) and is greater than the length difference of described hollow chamber and two chimbs.
6. tear independent support band open a kind of morning according to claim 2, it is characterized in that: described bracing members (1) comprises upper support bar (11), lower support bar (12), thread head (13), adjuster (14) and supporting latch (15), described lower support bar (12) bottom ground connection, the top cover described thread head of bag (13), described adjuster (14) inner side is provided with the internal thread be used in combination with described thread head (13), described adjuster (14) is for being assembled in the hollow tube on described thread head (13), the bottom of described upper support bar (11) is inserted after cover has the lower support bar of described adjuster (14) (12) and is fixed through after the jack being arranged at described upper support bar (11) and lower support bar (12) with described supporting latch (15), described support bar (8) inserts the top of described upper support bar (11).
7. tear independent support band open a kind of morning according to claim 1, it is characterized in that: linearly type after described standard keel (2) or keelson (3) are connected with described top plate supporting head (4), namely the trapezoidal sharp angle of described top plate supporting head (4) is identical with the link angle of described standard keel (2) or keelson (3), and described standard keel (2) or keelson (3) are steel plate or aluminium alloy plate.
8. tear independent support band open a kind of morning according to claim 1, it is characterized in that: the spacing of adjacent described early-dismantling device is less than 2m.
9. installation and the method for dismounting tearing independent support band a kind of morning open according to claim 6, is characterized in that: installation and the demounting procedure of tearing independent support band described morning open are:
Step one: according to scene often across the clear distance between slab form, first carries out snap the line location to be less than or equal to 2m spacing on lower floor's slab form face;
Step 2: install bracing members (1) according to snap the line anchor point:
Fixing lower support bar (12) bottom, behind described lower support bar (12) top cover bag thread head (13), after described thread head (13) is assembled adjuster (14), upper support bar (11) is inserted after installing the lower support bar (12) of described adjuster (14), preliminary adjustment height after the support bar (8) of top plate supporting head (4) is inserted the top of described upper support bar (11), with the fixing described upper support bar (11) of supporting latch (15) and lower support bar (12), the height utilizing adjuster (14) to adjust described bracing members (1) makes described top plate supporting head (4) and standard keel (2) or keelson (3) be positioned at same level position,
Step 3: connect described top plate supporting head (4) and described standard keel (2) or keelson (3):
Be connected with described standard keel (2) or keelson (3) by junction plate (5), method of attachment is put into by the other end after tilting to enter the hollow chamber of described standard keel (2) or keelson (3) by the link of described junction plate (16) one end again; Connect rib (6) by 2 and be positioned over the second groove (10) being positioned at forward and backward of described junction plate (5) and the first groove (9) being positioned at described forward and backward of top plate supporting head (4), put rear pin well to fix, make 2 to connect rib (6) and clamp described junction plate (5) and described top plate supporting head (4);
Step 4: install slab form, carry out building operations;
Step 5: when floorslab concrete intensity reaches more than 50% of design strength, removes and early tears all supports outside independent support band and slab form open, accelerate the turnover of slab form, reduce the input of slab form simultaneously;
Step 6: when floorslab concrete reaches code requirement, remove described morning and tear independent support band open, method for dismounting is: first pull out pin, take off described connection rib (6) and junction plate (5), unload described standard keel (2) and keelson (3), rotate described adjuster (14), described top plate supporting head (4) is declined, take out described top plate supporting head (4), remove described bracing members (1), complete the dismounting that described morning tears independent support band open.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310419396.9A CN103452313B (en) | 2013-09-13 | 2013-09-13 | Early-removing independent support strip |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310419396.9A CN103452313B (en) | 2013-09-13 | 2013-09-13 | Early-removing independent support strip |
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| Publication Number | Publication Date |
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| CN103452313A CN103452313A (en) | 2013-12-18 |
| CN103452313B true CN103452313B (en) | 2015-07-08 |
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Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103967273B (en) * | 2014-04-16 | 2016-06-29 | 云南昆钢钢结构有限公司 | Concrete floor slab placement concrete mould plate supporting device |
| CN104989096A (en) * | 2015-07-15 | 2015-10-21 | 江苏雷格森建筑科技有限公司 | Keel formwork system |
| CN105715048B (en) * | 2016-03-24 | 2018-01-19 | 广州市艺达机械有限公司 | Aluminum alloy pattern plate early tears beam joint device open |
| CN106988527A (en) * | 2017-03-17 | 2017-07-28 | 山东新活新材料科技有限公司 | Aluminum alloy mould plate keel structure and its construction method |
| CN107090974B (en) * | 2017-07-03 | 2023-09-05 | 北京城建六建设集团有限公司 | Roof quick-release supporting system and construction method thereof |
| CN109680930A (en) * | 2017-10-18 | 2019-04-26 | 五冶集团上海有限公司 | Early-dismantling support system construction method |
| CN109057322A (en) * | 2018-09-29 | 2018-12-21 | 广东锐良塑料模板支撑有限公司 | A kind of cast-in-place concrete early-dismantling formwork system and its construction method |
| CN115288425A (en) * | 2022-08-22 | 2022-11-04 | 晟通科技集团有限公司 | Early-dismantling formwork and formwork system |
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| JP2602463Y2 (en) * | 1993-12-14 | 2000-01-17 | 株式会社アマダ | Bending machine |
| CN101368445A (en) * | 2007-08-16 | 2009-02-18 | 施龙井 | Post column |
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| CN103452313A (en) | 2013-12-18 |
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