CN203238941U - Typified form supporting system device used in wall column concrete secondary connection processing - Google Patents
Typified form supporting system device used in wall column concrete secondary connection processing Download PDFInfo
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- CN203238941U CN203238941U CN 201320253249 CN201320253249U CN203238941U CN 203238941 U CN203238941 U CN 203238941U CN 201320253249 CN201320253249 CN 201320253249 CN 201320253249 U CN201320253249 U CN 201320253249U CN 203238941 U CN203238941 U CN 203238941U
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Abstract
A typified form supporting system device used in wall column concrete secondary connection processing comprises a detachable bushing 1, an embedded bolt 2, phi 12 pulling screws 2, a wall bushing 4, a pair of 50*100 battens 5, a pair of wooden splints 6, a plurality of 2*phi 48 steel tubes 7 and III-shaped clamps 8, wherein the thickness of each wooden splint is 12. The embedded bolt 2 is preburied in lower layer concrete at the depth of 100mm, the detachable bushing 1 is arranged on the inner side, close to a wall column, of the embedded bolt, sponge strips are padded in the edges of a reserved concrete groove 9, the pair of wooden splints which are as thick as 12 are aligned closely to the reserved concrete groove 9, a reserved hole which is formed in the lower portion of the outer batten of the pair of 50*100 battens is aligned to the embedded bolt, the battens are sleeved on the embedded bolt and are fixed, the upper portions of the 50*100 battens 5 are clamped through the III-shaped clamps, and the 2*phi 48 steel tubes 7 are fixed through the pulling screw 3 and the wall bushing 4. The typified form supporting system device used in the wall column concrete secondary connection processing can be fixed and detached quickly, the exterior formation quality of the connection is improved greatly, and the phenomena of slab staggering and concrete leakage are avoided.
Description
Technical field
The utility model belongs to mould plate supporting device, especially wall column concrete secondary joint part reason.
Background technology
It always is difficult point in the construction that wall column concrete secondary connects stubble, be difficult for to process, and up and down concrete faulting of slab ends, spillage phenomenon often occur, and outward appearance is relatively poor.
Summary of the invention
The purpose of this utility model will overcome the above problems exactly, and a kind of wall column concrete secondary joint part reason typified form support system apparatus is provided, and fast fixing and demolition can reduce the concrete spillage and reach up and down concrete faulting of slab ends phenomenon.
The technical solution of the utility model is achieved like this: a kind of wall column concrete secondary joint part reason typified form support system apparatus is characterized in: it comprises, and detachable is pullover 1, pre-embedded bolt 2, Φ 12 Screw arbor with nut at both-ends 3, wall bushing 4, a pair of 50*100 flitch 5, a pair of 12 thick wooden splints 6, some to 2 * Φ, 48 steel pipes 7, three type cards 8; At the pre-buried pre-embedded bolt 2 in lower-layer concrete 100mm place, and pullover 1 near wall column installed inside detachable at bolt, reserving suitably filling sponge strips of concrete groove 9 peripheries; A pair of 12 thick wooden splints 6 are close to reservation concrete groove 9 places and are aimed at, again the bottom preformed hole of the outside flitch in a pair of 50*100 flitch 5 is aimed at pre-embedded bolt 2 and be inserted in fixingly, at this 2* Φ 48 steel pipes 7 are blocked with three type cards 8 in 50*100 flitch 5 tops and fix by Φ 12 Screw arbor with nut at both-ends 3 and wall bushing 4.
Fast fixing and demolition of the utility model can greatly improve the appearance that connects a batch outward appearance Forming Quality, reduces faulting of slab ends, spillage phenomenon.
Now the utility model is described in further detail with example by reference to the accompanying drawings.
Description of drawings
Fig. 1 is that master of the present utility model looks schematic diagram.
Among the figure: 1----detachable is pullover; 2---pre-embedded bolt; 3---12 Screw arbor with nut at both-ends; 4---wall bushing; 5---the 50*100 flitch; 6---12 thick wooden splints; 7---2* Φ 48 steel pipes; 8---three type cards; 9---reserve the concrete groove.
The specific embodiment
As seen from Figure 1: the utility model mainly, pre-embedded bolt 2 pullover 1 by detachable, Φ 12 Screw arbor with nut at both-ends 3, wall bushing 4, a pair of 50*100 flitch 5, a pair of 12 thick wooden splints 6, some 2* Φ 48 steel pipes 7, three type cards 8 are formed; Shift to an earlier date pre-buried pre-embedded bolt 2 at lower-layer concrete 100mm place, and pullover 1 near wall column installed inside detachable at bolt, reserving suitably filling sponge strips of concrete groove 9 peripheries, mortar leakage preventions; A pair of 12 thick wooden splints 6 are close to reservation concrete groove 9 places and are aimed at, again the bottom preformed hole of the outside flitch in a pair of 50*100 flitch 5 being aimed at pre-embedded bolt 2 is inserted in fixing, at this 2* Φ 48 steel pipes 7 being blocked with three type cards 8 in 50*100 flitch 5 tops fixes by Φ 12 Screw arbor with nut at both-ends 3 and wall bushing 4 fastening nuts, put in place but not exclusively tighten, after top Screw arbor with nut at both-ends 3 fastens, tighten at last all nuts and fixed.Detachable is installed pullover 1, is convenient to the dismounting of outer bolt, reduce simultaneously the secondary cut of bolt.Wall bushing 4 can be made of the PVC plastic pipe.
Claims (2)
1. a wall column concrete secondary joint part is managed the typified form support system apparatus, and it is characterized in that: it comprises detachable pullover (1), pre-embedded bolt (2), Φ 12 Screw arbor with nut at both-ends (3), wall bushing (4), a pair of 50*100 flitch (5), a pair of 12 thick wooden splints (6), some to 2 * Φ, 48 steel pipes (7), three type cards (8); At the pre-buried pre-embedded bolt in lower-layer concrete 100mm place (2), and at the close wall column installed inside detachable pullover (1) of bolt, reserving suitably filling sponge strip of concrete groove (9) periphery; A pair of 12 thick wooden splints (6) are close to reservation concrete groove (9) and are located to aim at, again the bottom preformed hole of the outside flitch in a pair of 50*100 flitch (5) is aimed at pre-embedded bolt (2) and be inserted in fixingly, at this 2* Φ 48 steel pipes (7) are blocked with three type cards (8) in 50*100 flitch (5) top and fix by Φ 12 Screw arbor with nut at both-ends (3) and wall bushing (4).
2. a kind of wall column concrete secondary joint part according to claim 1 is managed the typified form support system apparatus, and it is characterized in that: described wall bushing (4) is made with the PVC plastic pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320253249 CN203238941U (en) | 2013-05-12 | 2013-05-12 | Typified form supporting system device used in wall column concrete secondary connection processing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320253249 CN203238941U (en) | 2013-05-12 | 2013-05-12 | Typified form supporting system device used in wall column concrete secondary connection processing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203238941U true CN203238941U (en) | 2013-10-16 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320253249 Expired - Lifetime CN203238941U (en) | 2013-05-12 | 2013-05-12 | Typified form supporting system device used in wall column concrete secondary connection processing |
Country Status (1)
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| CN (1) | CN203238941U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103556825A (en) * | 2013-11-14 | 2014-02-05 | 中建八局第三建设有限公司 | Construction method for reserved pipe sleeve in concrete of structural layers of high-rise building |
| CN104264984A (en) * | 2014-10-15 | 2015-01-07 | 济南黄河路桥工程公司 | Formwork for concrete structure pouring and pouring construction method |
| CN105113784A (en) * | 2015-09-20 | 2015-12-02 | 刘其标 | Bare-concrete inner-outer wall main steel formwork structure body |
| CN105464363A (en) * | 2014-09-04 | 2016-04-06 | 中国华冶科工集团有限公司 | Formwork supporting method for shear wall of high-rise building |
| CN105863253A (en) * | 2016-05-25 | 2016-08-17 | 杭州江润科技有限公司 | Integral formwork-supporting type asynchronous casting stairwell wall column formwork supporting system and construction method |
| CN107130798A (en) * | 2017-06-02 | 2017-09-05 | 北京首钢建设集团有限公司 | A kind of plank sheathing explosion-proof bolt installation method |
-
2013
- 2013-05-12 CN CN 201320253249 patent/CN203238941U/en not_active Expired - Lifetime
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103556825A (en) * | 2013-11-14 | 2014-02-05 | 中建八局第三建设有限公司 | Construction method for reserved pipe sleeve in concrete of structural layers of high-rise building |
| CN103556825B (en) * | 2013-11-14 | 2016-06-22 | 中建八局第三建设有限公司 | The construction method of preserved pipeline sleeve pipe in a kind of high building structure layer concrete |
| CN105464363A (en) * | 2014-09-04 | 2016-04-06 | 中国华冶科工集团有限公司 | Formwork supporting method for shear wall of high-rise building |
| CN104264984A (en) * | 2014-10-15 | 2015-01-07 | 济南黄河路桥工程公司 | Formwork for concrete structure pouring and pouring construction method |
| CN105113784A (en) * | 2015-09-20 | 2015-12-02 | 刘其标 | Bare-concrete inner-outer wall main steel formwork structure body |
| CN105863253A (en) * | 2016-05-25 | 2016-08-17 | 杭州江润科技有限公司 | Integral formwork-supporting type asynchronous casting stairwell wall column formwork supporting system and construction method |
| CN105863253B (en) * | 2016-05-25 | 2018-06-01 | 恒德建设有限公司 | Integral formwork support is asynchronous to pour staircase wall column formwork system and construction method |
| CN107130798A (en) * | 2017-06-02 | 2017-09-05 | 北京首钢建设集团有限公司 | A kind of plank sheathing explosion-proof bolt installation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20131016 |
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| CX01 | Expiry of patent term |