CN103321410A - Overhang diagonal form at exposed corner and method for erecting form - Google Patents
Overhang diagonal form at exposed corner and method for erecting form Download PDFInfo
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- CN103321410A CN103321410A CN2013102640667A CN201310264066A CN103321410A CN 103321410 A CN103321410 A CN 103321410A CN 2013102640667 A CN2013102640667 A CN 2013102640667A CN 201310264066 A CN201310264066 A CN 201310264066A CN 103321410 A CN103321410 A CN 103321410A
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- encorbelmenting
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Abstract
The invention discloses an overhang diagonal form at an exposed corner. The overhang diagonal form comprises embedded steel plates, an I-shaped steel platform, a diagonal member anchoring end and a diagonal member lower end. The embedded steel plates are embedded in two adjacent side surfaces of a concrete corner column, the I-shaped steel platform is welded into the embedded steel plates, the diagonal member anchoring end is embedded in a floor structural surface, and the diagonal member lower end is fixed onto the I-shaped steel platform and is connected with the diagonal member anchoring end by a straight threaded sleeve. The invention further discloses a method for erecting the overhang diagonal form. The overhang diagonal form at the exposed corner and the method have the advantages that the overhang diagonal form is low in manufacturing cost, and an overhang scaffold can be stably mounted by the aid of the overhang diagonal form; by the method for erecting the diagonal form, operate is convenient, and the construction speed is high.
Description
Technical field
The present invention relates to the realm of building construction, relate in particular to a kind of for the encorbelment mold method of oblique pull mould and this oblique pull mould of the external corner place that builder's jack is installed in this field.
Background technology
In recent years, along with the quickening of urbanization process, high-rise, super highrise building increases increasingly, and the application of builder's jack is more prevalent, and how quick, stable installation builder's jack becomes the anxious technical issues that need to address.
Summary of the invention
Technical problem to be solved by this invention just provide a kind of can be fast, the encorbelment mold method of oblique pull mould and this oblique pull mould of the stable external corner place that builder's jack is installed.
The present invention adopts following technical scheme:
A kind of external corner place oblique pull mould of encorbelmenting comprises the pre-embedded steel slab that is embedded in the concrete corner post two adjacent sides, is soldered to the i iron platform in the pre-embedded steel slab; Also comprise the diagonal member anchored end that is embedded in the floor structure face, be fixed on the diagonal member lower end on the i iron platform, described diagonal member lower end adopts straight screw sleeve to be connected with the diagonal member anchored end.
Further, described i iron platform comprises three i iron of encorbelmenting that are welded in a bit, and two adjacent angles of encorbelmenting between the i iron are 45 °, and are connected with reinforcing rib.
Further, the angle steel hole is set on the i iron of encorbelmenting, after the diagonal member lower end passes this angle steel hole, fastening by straight screw sleeve and steel plate washer.
Further, described steel plate washer thickness is 14mm.
Further, the every i iron of encorbelmenting is by two diagonal member drawknots.
A kind of external corner place oblique pull mould mold method of encorbelmenting comprises the steps:
(1) when the concrete corner post is constructed, imbeds pre-embedded steel slab;
(2) when the floor structure surface construction, imbed the diagonal member anchored end;
(3) welding H-bar platform, described i iron platform comprise three i iron of encorbelmenting that are welded in a bit, and two adjacent angles of encorbelmenting between the i iron are 45 °, and are connected with reinforcing rib;
(4) the i iron platform welding that step (3) is obtained is to pre-embedded steel slab;
(5) adopt diagonal member lower end and diagonal member anchored end straight screw sleeve to be connected;
(6) the diagonal member lower end is passed the angle steel hole that arranges on the i iron of encorbelmenting after, fastening with straight screw sleeve and steel plate washer and the i iron of encorbelmenting again.
The invention has the beneficial effects as follows:
The external corner disclosed in this invention place oblique pull mould of encorbelmenting, cost of manufacture is low, can stablize the installation builder's jack; The mold method of oblique pull mould disclosed in this invention, easy to operate, speed of application is fast.
Description of drawings
Fig. 1 is the disclosed structural representation that is soldered to the i iron platform behind the pre-embedded steel slab of the embodiment of the invention 1;
Fig. 2 is the connection diagram of the embodiment of the invention 1 disclosed encorbelment i iron and pre-embedded steel slab;
Fig. 3 is the connection diagram of the embodiment of the invention 1 disclosed diagonal member lower end and diagonal member anchored end;
Fig. 4 is the connection diagram of the embodiment of the invention 1 disclosed diagonal member lower end and the i iron of encorbelmenting.
The specific embodiment
In order to make purpose of the present invention, technical scheme and advantage clearer, below in conjunction with drawings and Examples, the present invention is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the present invention, is not intended to limit the present invention.
Embodiment 1, please refer to Fig. 1-4, and the present embodiment discloses a kind of external corner place oblique pull mould of encorbelmenting, and comprises the pre-embedded steel slab 1 that is embedded in 2 liang of adjacent sides of concrete corner post, is soldered to the i iron platform in the pre-embedded steel slab; Also comprise the diagonal member anchored end 7 that is embedded in the floor structure face 6, be fixed on the diagonal member lower end 8 on the i iron platform, described diagonal member lower end adopts straight screw sleeve 9 to be connected with the diagonal member anchored end.
Described i iron platform comprises that three i iron 3, two adjacent angles of encorbelmenting between the i iron of encorbelmenting that are welded in any are 45 °, and is connected with reinforcing rib 4.
Encorbelmenting arranges angle steel hole 10 on the i iron, after the diagonal member lower end passes this angle steel hole, fastening by straight screw sleeve 11 and steel plate washer 12.
Described steel plate washer thickness is 14mm.
The every i iron of encorbelmenting is by two diagonal member drawknots.
The present embodiment also discloses a kind of external corner place oblique pull mould mold method of encorbelmenting, and comprises the steps:
(1) when the concrete corner post is constructed, imbeds pre-embedded steel slab;
(2) when the floor structure surface construction, imbed the diagonal member anchored end;
(3) welding H-bar platform, described i iron platform comprise three i iron of encorbelmenting that are welded in a bit, and two adjacent angles of encorbelmenting between the i iron are 45 °, and are connected with reinforcing rib;
(4) the i iron platform welding that step (3) is obtained is to pre-embedded steel slab;
(5) adopt diagonal member lower end and diagonal member anchored end straight screw sleeve to be connected;
(6) the diagonal member lower end is passed the angle steel hole that arranges on the i iron of encorbelmenting after, fastening with straight screw sleeve and steel plate washer and the i iron of encorbelmenting again.
The disclosed external corner of the present embodiment place oblique pull mould of encorbelmenting, cost of manufacture is low, can stablize the installation builder's jack; The mold method of the disclosed oblique pull mould of the present embodiment, easy to operate, speed of application is fast.
Claims (6)
1. external corner place oblique pull mould of encorbelmenting is characterized in that: comprise the pre-embedded steel slab that is embedded in the concrete corner post two adjacent sides, be soldered to the i iron platform in the pre-embedded steel slab; Also comprise the diagonal member anchored end that is embedded in the floor structure face, be fixed on the diagonal member lower end on the i iron platform, described diagonal member lower end adopts straight screw sleeve to be connected with the diagonal member anchored end.
2. the external corner according to claim 1 place oblique pull mould of encorbelmenting, it is characterized in that: described i iron platform comprises three i iron of encorbelmenting that are welded in a bit, two adjacent angles of encorbelmenting between the i iron are 45 °, and are connected with reinforcing rib.
3. the external corner according to claim 2 place oblique pull mould of encorbelmenting is characterized in that: the angle steel hole is set on the i iron of encorbelmenting, and after the diagonal member lower end passes this angle steel hole, fastening by straight screw sleeve and steel plate washer.
4. the external corner according to claim 3 place oblique pull mould of encorbelmenting, it is characterized in that: described steel plate washer thickness is 14mm.
5. the external corner place that states the according to claim 3 oblique pull mould of encorbelmenting, it is characterized in that: the every i iron of encorbelmenting is by two diagonal member drawknots.
6. external corner place oblique pull mould mold method of encorbelmenting is characterized in that, comprises the steps:
(1) when the concrete corner post is constructed, imbeds pre-embedded steel slab;
(2) when the floor structure surface construction, imbed the diagonal member anchored end;
(3) welding H-bar platform, described i iron platform comprise three i iron of encorbelmenting that are welded in a bit, and two adjacent angles of encorbelmenting between the i iron are 45 °, and are connected with reinforcing rib;
(4) the i iron platform welding that step (3) is obtained is to pre-embedded steel slab;
(5) adopt diagonal member lower end and diagonal member anchored end straight screw sleeve to be connected;
(6) the diagonal member lower end is passed the angle steel hole that arranges on the i iron of encorbelmenting after, fastening with straight screw sleeve and steel plate washer and the i iron of encorbelmenting again.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310264066.7A CN103321410B (en) | 2013-06-26 | 2013-06-26 | Encorbelment oblique pull mould and mold method in a kind of external corner place |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310264066.7A CN103321410B (en) | 2013-06-26 | 2013-06-26 | Encorbelment oblique pull mould and mold method in a kind of external corner place |
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| Publication Number | Publication Date |
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| CN103321410A true CN103321410A (en) | 2013-09-25 |
| CN103321410B CN103321410B (en) | 2015-08-05 |
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| CN201310264066.7A Active CN103321410B (en) | 2013-06-26 | 2013-06-26 | Encorbelment oblique pull mould and mold method in a kind of external corner place |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107354946A (en) * | 2017-08-16 | 2017-11-17 | 中铁第四勘察设计院集团有限公司 | A kind of supporting construction of encorbelmenting for foundation pit steel support |
| CN106121225B (en) * | 2016-08-24 | 2018-05-11 | 仇国辉 | Suspension active erecting device is chosen outside cast-in-place concrete eaves |
| CN113719109A (en) * | 2021-09-06 | 2021-11-30 | 中国建筑第五工程局有限公司 | Overhanging I-steel single-anchor buried construction method for external shear wall |
| CN114837394A (en) * | 2022-03-28 | 2022-08-02 | 中国五冶集团有限公司 | Construction method of combined type external corner profile steel cantilever frame |
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| JP2001214546A (en) * | 2000-01-31 | 2001-08-10 | Sumitomo Forestry Co Ltd | Joint structure for exterior wall panel and gasket |
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2013
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| JPH03156059A (en) * | 1989-11-14 | 1991-07-04 | Norihide Imagawa | Overhanging chord construction and pre-stress introducing method in overhanging chord beam construction |
| JPH0932106A (en) * | 1995-07-21 | 1997-02-04 | Nichiha Corp | Drain structure of overhang part of building |
| RU2163958C1 (en) * | 1999-08-09 | 2001-03-10 | Горшков Игорь Александрович | Prefabricated three-dimensional building block |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106121225B (en) * | 2016-08-24 | 2018-05-11 | 仇国辉 | Suspension active erecting device is chosen outside cast-in-place concrete eaves |
| CN107354946A (en) * | 2017-08-16 | 2017-11-17 | 中铁第四勘察设计院集团有限公司 | A kind of supporting construction of encorbelmenting for foundation pit steel support |
| CN113719109A (en) * | 2021-09-06 | 2021-11-30 | 中国建筑第五工程局有限公司 | Overhanging I-steel single-anchor buried construction method for external shear wall |
| CN114837394A (en) * | 2022-03-28 | 2022-08-02 | 中国五冶集团有限公司 | Construction method of combined type external corner profile steel cantilever frame |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103321410B (en) | 2015-08-05 |
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Effective date of registration: 20140326 Address after: 266071 Shandong Province, Qingdao city Shandong Road No. 16 building sunshine TAIDING Applicant after: Qingdao Jianan Construction Group Co., Ltd. Address before: 266071 Shandong Province, Qingdao city Shandong Road No. 16 building sunshine TAIDING Applicant before: Qingdao Jianan Construction Group Co., Ltd. Applicant before: Qingdao Dongya Construction Decoration Co., Ltd. |
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Effective date of registration: 20200323 Address after: 266000 A, Shandong Road, Qingdao City, Shandong Province Co-patentee after: ZHONGQING JIANAN CONSTRUCTION GROUP Co.,Ltd. Patentee after: QINGDAO ZHONGJIA CONSTRUCTION GROUP Co.,Ltd. Address before: 266000 Shandong Province, Qingdao city Shandong Road No. 16 building 26 Patentee before: QINGDAO JIANAN CONSTRUCTION GROUP Co.,Ltd. |