CN102808509B - Assembled concrete prefabricated outer hanging wall plate anchoring component and pouring construction method thereof - Google Patents
Assembled concrete prefabricated outer hanging wall plate anchoring component and pouring construction method thereof Download PDFInfo
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- CN102808509B CN102808509B CN201210300211.8A CN201210300211A CN102808509B CN 102808509 B CN102808509 B CN 102808509B CN 201210300211 A CN201210300211 A CN 201210300211A CN 102808509 B CN102808509 B CN 102808509B
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Abstract
The invention relates to an assembled concrete prefabricated outer hanging wall plate anchoring component and an installation method thereof. The anchoring component comprises a strip-type right-angle connecting plate with connecting holes, a strip-type straight connecting plate with connecting holes, a plurality of embedded sleeves with internal thread holes, and a plurality of fastening bolts which are connected through internal threads, or a plurality of pull screws with fastening nuts, wherein each embedded sleeve consists of a sleeve part and a reinforcing embedded part which consists of a horizontal rod and a cross rod vertically connected with the horizontal rod; and a polyvinyl chloride (PVC) sleeve is sleeved on each pull screw. The anchoring component has a simple structure, is low in manufacturing cost and high in generality; part of accessories can be reused, so that engineering cost is greatly reduced; and by the assembled concrete prefabricated outer hanging wall plate anchoring component and the installation method thereof, outer hanging wall plates, cast-in-place steel formworks and diagonal struts can be quickly and reliably connected and adjusted, a firm connecting system is formed by the outer hanging wall plates and the cast-in-place steel formworks, and the construction speed of cast-in-place concrete is increased.
Description
Technical field
The present invention relates to be connected in a kind of concrete pouring construction member of template, particularly relates to the prefabricated out-hung panel anchoring assembly of a kind of assembly concrete and pouring construction method.
Background technology
Fabricated construction is widely used abroad, domestic in developing stage, the member of fabricated construction is mainly divided into: the members such as laminated floor slab, prefabricated out-hung panel, superposed beam, stair, after these members must be linked and packed by connector temporarily, just can complete the construction of cast-in-place structural, form building integral.At present, connection fittings on market mostly are foreign enterprise's import, these connection fittings complex structures, mostly be and carry out again machining after cast form and form, and each moulding position design of these connectors is incomplete same, and versatility is poor, and manufacturing cost is high, price is high, has hindered to a certain extent fabricated construction development at home.
Summary of the invention
An object of the present invention is the deficiency for prior art, provide a kind of simple in structure, easy to manufacture, cost is low, specification standards are unified, highly versatile, easy and simple to handle, the prefabricated out-hung panel anchoring assembly of assembly concrete that is conducive to fabricated construction development.
The object of the invention is to realize.The prefabricated out-hung panel anchoring assembly of assembly concrete of the present invention comprises that the prefabricated out-hung panel anchoring assembly of assembly concrete of the present invention is characterised in that: the prefabricated out-hung panel anchoring assembly of described assembly concrete also comprises some the have embedded sleeve barrel of internal thread hole and the some fastening bolts 2 that connect by internal thread or some Screw arbor with nut at both-ends with clamp nut with the bar shaped right-angle connecting plate of connecting hole with the straight junction plate of stripe shape of connecting hole.
The prefabricated out-hung panel anchoring assembly of assembly concrete of the present invention, wherein said embedded sleeve barrel consists of sleeve part and the pre-buried part of strengthening, and the pre-buried part of described strengthening forms by horizon bar and with the vertical cross-bar being connected of described horizon bar.
The prefabricated out-hung panel anchoring assembly of assembly concrete of the present invention, the horizon bar of the pre-buried part of wherein said strengthening and described sleeve part concentric.
The prefabricated out-hung panel anchoring assembly of assembly concrete of the present invention, is socketed with PVC sleeve pipe on wherein said Screw arbor with nut at both-ends.
Another object of the present invention is the construction method that provides the prefabricated out-hung panel anchoring assembly of assembly concrete and build, and the prefabricated out-hung panel anchoring assembly of assembly concrete of the present invention and the construction method of building complete by following steps, comprising:
Step 1, first according to the straight junction plate 8 of bar shaped right-angle connecting plate 7, stripe shape, embedded sleeve barrel 1, fastening bolt 2 and Screw arbor with nut at both-ends 3 and the clamp nut 4 of the prefabricated out-hung panel anchoring assembly of pattern processing and manufacturing assembly concrete;
Step 2, the assigned position according to prefabricated units working design detail drawing at out-hung panel 10, be embedded in some embedded sleeve barrels 1 in out-hung panel 10, and built required whole out-hung panel 10;
Step 3, prefabricated out-hung panel 10 on-site hoistings of building are in place after, by some embedded sleeve barrels 1 at out-hung panel 10 plane body of wall places upper Screw arbor with nut at both-ends 3 that is all threaded, on each Screw arbor with nut at both-ends 3, be socketed pvc pipe 11 afterwards;
Step 4, by the out-hung panel of corner 10, by bar shaped right-angle connecting plate 7, all embedded sleeve barrels 1 by out-hung panel 10 edges and fastening bolt 2 meet at right angles and are connected and fixed; By being in conplane out-hung panel 10, by the direct-connected fishplate bar 8 of strip flat, by the embedded sleeve barrel 1 on out-hung panel 10 and fastening bolt 2, be connected and fixed; Cast-in-place steel form 9 is arranged on by connecting hole on all Screw arbor with nut at both-ends 3 that are socketed with pvc pipe 11 and by clamp nut 4 and fixes; The Screw arbor with nut at both-ends that is socketed with pvc pipe 11 3 that is in cast-in-place steel form 9 lowermost ends is all connected to its root by clamp nut 4 and by expansion bolt 6, be fixed on the some hounds 5 in building structure, in order to support fixing cast-in-place steel form 9, between the out-hung panel 10 connecting through Screw arbor with nut at both-ends 3 and cast-in-place steel form 9, form structure and treat the cast-in-place space of building;
Step 5, to the space between out-hung panel 10 and cast-in-place steel form 9, carry out cast-in-situ concrete work;
Step 6, cast-in-place structural concrete reach after design strength, unclamp clamp nut 4 and remove all Screw arbor with nut at both-ends 3, dismantle cast-in-place steel form 9, by whole Screw arbor with nut at both-ends 3, unload cast-in-place steel form 9 and clamp nut 4 and take care of in order to reusing.
The prefabricated out-hung panel anchoring assembly of assembly concrete of the present invention and pouring construction method difference from prior art are that the straight junction plate of bar shaped right-angle connecting plate, stripe shape, embedded sleeve barrel, fastening bolt and the Screw arbor with nut at both-ends of the prefabricated out-hung panel anchoring assembly design of assembly concrete of the present invention is simple in structure, cheap, highly versatile, part accessory is reusable, has greatly reduced construction costs.Use the prefabricated out-hung panel anchoring assembly of assembly concrete of the present invention and utilize its mounting method, making all parts accurate positioning and the easy construction of connection, both having met firm requirement when out-hung panel is installed, having improved again out-hung panel installation rate.
Below in conjunction with accompanying drawing, the prefabricated out-hung panel anchoring assembly of assembly concrete of the present invention and pouring construction method are described further.
Accompanying drawing explanation
Fig. 1 is that the structure master of the prefabricated out-hung panel anchoring assembly of assembly concrete embedded sleeve barrel looks schematic diagram.
Fig. 2 is the structure schematic side view of the prefabricated out-hung panel anchoring assembly of assembly concrete embedded sleeve barrel.
Fig. 3 is embedded sleeve barrel and fastening bolt connection status schematic diagram.
Fig. 4 is embedded sleeve barrel and Screw arbor with nut at both-ends connection status schematic diagram.
Fig. 5 is the structural representation of the prefabricated out-hung panel anchoring assembly of assembly concrete bar shaped right-angle connecting plate.
Fig. 6 is the structural representation of the direct-connected fishplate bar of assembly concrete prefabricated out-hung panel anchoring assembly strip flat.
Fig. 7 is that out-hung panel of the present invention is at rotation angle position application drawing.
Fig. 8 is that out-hung panel of the present invention is at docking site application drawing.
Fig. 9 is out-hung panel of the present invention, cast-in-place steel form, hound three connection status application drawing.
The specific embodiment
As shown in Fig. 1～Fig. 6, the prefabricated out-hung panel anchoring assembly of assembly concrete of the present invention comprises with the bar shaped right-angle connecting plate 7 of connecting hole with the straight junction plate 8 of stripe shape of connecting hole, also comprises some the have embedded sleeve barrel 1 of internal thread hole and the some fastening bolts 2 that connect by internal thread or some Screw arbor with nut at both-ends 3 with clamp nut 4.
As shown in Figure 1 and Figure 2, embedded sleeve barrel 1 consists of sleeve part 1-1 and the pre-buried part 1-2 of strengthening, strengthens pre-buried part 1-2 and forms by horizon bar and with the vertical cross-bar being connected of horizon bar.Strengthen horizon bar and the sleeve part 1-1 concentric of pre-buried part 1-2.
As shown in Fig. 7, Fig. 9, on Screw arbor with nut at both-ends 3, be socketed with PVC sleeve pipe.
As shown in Fig. 7, Fig. 8, Fig. 9, the prefabricated out-hung panel anchoring assembly of assembly concrete of the present invention and the construction method of building have comprised the following steps:
Step 1, first according to the straight junction plate 8 of bar shaped right-angle connecting plate 7, stripe shape, embedded sleeve barrel 1, fastening bolt 2 and Screw arbor with nut at both-ends 3 and the clamp nut 4 of the prefabricated out-hung panel anchoring assembly of pattern processing and manufacturing assembly concrete;
Step 2, the assigned position according to prefabricated units working design detail drawing at out-hung panel 10, be embedded in some embedded sleeve barrels 1 in out-hung panel 10, and built required whole out-hung panel 10;
Step 3, prefabricated out-hung panel 10 on-site hoistings of building are in place after, by some embedded sleeve barrels 1 at out-hung panel 10 plane body of wall places upper Screw arbor with nut at both-ends 3 that is all threaded, on each Screw arbor with nut at both-ends 3, be socketed pvc pipe 11 afterwards;
Step 4, by the out-hung panel of corner 10, by bar shaped right-angle connecting plate 7, all embedded sleeve barrels 1 by out-hung panel 10 edges and fastening bolt 2 meet at right angles and are connected and fixed; By being in conplane out-hung panel 10, by the direct-connected fishplate bar 8 of strip flat, by the embedded sleeve barrel 1 on out-hung panel 10 and fastening bolt 2, be connected and fixed; Cast-in-place steel form 9 is arranged on by connecting hole on all Screw arbor with nut at both-ends 3 that are socketed with pvc pipe 11 and by clamp nut 4 and fixes; The Screw arbor with nut at both-ends that is socketed with pvc pipe 11 3 that is in cast-in-place steel form 9 lowermost ends is all connected to its root by clamp nut 4 and by expansion bolt 6, be fixed on the some hounds 5 in building structure, in order to support fixing cast-in-place steel form 9, between the out-hung panel 10 connecting through Screw arbor with nut at both-ends 3 and cast-in-place steel form 9, form structure and treat the cast-in-place space of building;
Step 5, to the space between out-hung panel 10 and cast-in-place steel form 9, carry out cast-in-situ concrete work;
Step 6, cast-in-place structural concrete reach after design strength, unclamp clamp nut 4 and remove all bolts 3 that draw, and dismantle cast-in-place steel form 9, will be to all drawing bolt 3, steel form 9 and clamp nut 4 to take care of in order to reusing.
The invention provides a set of simplicity of design, easy and simple to handle, cost of manufacture is low, become that standardization can be general anchoring assembly.Use anchoring assembly of the present invention can make out-hung panel 10 each other, be connected between out-hung panel 10 and cast-in-place steel form 9 and hound 5 fast and reliablely, facilitated out-hung panel 10 verticality adjustment and prevented from toppling over, and make out-hung panel 10 and cast-in-place steel form 9 form firm linked system, accelerated the speed of application of cast-in-situ concrete.
Above-described embodiment is described the preferred embodiment of the present invention; not scope of the present invention is limited; design under the prerequisite of spirit not departing from the present invention; various distortion and improvement that those of ordinary skills make technical scheme of the present invention, all should fall in the definite protection domain of the claims in the present invention book.
Claims (4)
1. the construction method of the prefabricated out-hung panel anchoring assembly of assembly concrete, it is characterized in that: the prefabricated out-hung panel anchoring assembly of described assembly concrete, comprise that the prefabricated out-hung panel anchoring assembly of described assembly concrete also comprises some the have embedded sleeve barrel (1) of internal thread hole and the some fastening bolts (2) that connect by internal thread or some Screw arbor with nut at both-ends with clamp nut (4) (3) with the bar shaped right-angle connecting plate (7) of connecting hole with the straight junction plate of stripe shape (8) of connecting hole;
In the construction method of the prefabricated out-hung panel anchoring assembly of described assembly concrete, comprise the following steps:
Step 1, first according to the bar shaped right-angle connecting plate (7) of the prefabricated out-hung panel anchoring assembly of pattern processing and manufacturing assembly concrete, stripe shape is straight junction plate (8), embedded sleeve barrel (1), fastening bolt (2) and Screw arbor with nut at both-ends (3) and clamp nut (4);
Step 2, the assigned position according to prefabricated units working design detail drawing in out-hung panel (10), be embedded in some embedded sleeve barrels (1) in out-hung panel (10), and built required whole out-hung panel (10);
Step 3, prefabricated out-hung panel (10) on-site hoisting of building is in place after, by some embedded sleeve barrels (1) at out-hung panel (10) plane body of wall place upper Screw arbor with nut at both-ends (3) that is all threaded, afterwards at the upper socket of each Screw arbor with nut at both-ends (3) pvc pipe (11);
Step 4, by the out-hung panel of corner (10), by bar shaped right-angle connecting plate (7), all embedded sleeve barrels (1) by out-hung panel (10) edge and fastening bolt (2) meet at right angles and are connected and fixed; By being in conplane out-hung panel (10), by the direct-connected fishplate bar of strip flat (8), by the embedded sleeve barrel (1) on out-hung panel (10) and fastening bolt (2), be connected and fixed; Cast-in-place steel form (9) is arranged on by connecting hole to all Screw arbor with nut at both-ends (3) that are socketed with pvc pipe (11) are gone up and to pass through clamp nut (4) fixing; The Screw arbor with nut at both-ends that is socketed with pvc pipe (11) (3) that is in cast-in-place steel form (9) lowermost end is all connected to its root by clamp nut (4) and by expansion bolt (6), be fixed on the some hounds (5) in building structure, in order to support fixing cast-in-place steel form (9), between the out-hung panel (10) connecting through Screw arbor with nut at both-ends (3) and cast-in-place steel form (9), form structure and treat the cast-in-place space of building;
Step 5, to the space between out-hung panel (10) and cast-in-place steel form (9), carry out cast-in-situ concrete work;
Step 6, cast-in-place structural concrete reach after design strength, unclamp clamp nut (4) and remove all Screw arbor with nut at both-ends (3), dismantle cast-in-place steel form (9), whole Screw arbor with nut at both-ends (3), cast-in-place steel form (9) and clamp nut (4) are taken care of in order to reusing.
2. the construction method of the prefabricated out-hung panel anchoring assembly of assembly concrete according to claim 1, it is characterized in that: described embedded sleeve barrel (1) consists of sleeve part (1-1) and the pre-buried part of strengthening (1-2), and the pre-buried part of described strengthening (1-2) forms by horizon bar and with the vertical cross-bar being connected of described horizon bar.
3. the construction method of the prefabricated out-hung panel anchoring assembly of assembly concrete according to claim 2, is characterized in that: the horizon bar of the pre-buried part of described strengthening (1-2) and described sleeve part (1-1) concentric.
4. the construction method of the prefabricated out-hung panel anchoring assembly of assembly concrete according to claim 3, is characterized in that: described Screw arbor with nut at both-ends is socketed with PVC sleeve pipe on (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210300211.8A CN102808509B (en) | 2012-08-22 | 2012-08-22 | Assembled concrete prefabricated outer hanging wall plate anchoring component and pouring construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210300211.8A CN102808509B (en) | 2012-08-22 | 2012-08-22 | Assembled concrete prefabricated outer hanging wall plate anchoring component and pouring construction method thereof |
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| CN102808509A CN102808509A (en) | 2012-12-05 |
| CN102808509B true CN102808509B (en) | 2014-09-24 |
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| CN201210300211.8A Active CN102808509B (en) | 2012-08-22 | 2012-08-22 | Assembled concrete prefabricated outer hanging wall plate anchoring component and pouring construction method thereof |
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Inventor after: Mao Zhibing Inventor after: Zhou Lixin Inventor after: Liu Xin Inventor after: Yuan Jiang Inventor after: Qiao Yu Inventor after: Liu Chengli Inventor after: Yang Xiaojie Inventor after: Geng Jiao Inventor after: Wu Yuehua Inventor after: Wei Kai Inventor after: Xie Xiaolin Inventor after: Xu Wei Inventor after: Sun Jianyun Inventor after: Tian Guangping Inventor after: Xue Gang Inventor after: Ren Shuhua Inventor before: Wei Kai Inventor before: Qiao Yu Inventor before: Liu Chengli Inventor before: Xie Xiaolin Inventor before: Xu Wei Inventor before: Tian Guangping Inventor before: Xue Gang Inventor before: Ren Shuhua Inventor before: Zhou Lixin Inventor before: Liu Xin Inventor before: Yuan Jiang |
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Free format text: CORRECT: INVENTOR; FROM: WEI KAI XIE XIAOLIN XU WEI TIAN GUANGPING XUE GANG REN SHUHUA ZHOU LIXIN LIU XIN YUAN JIANG QIAO YU LIU CHENGLI TO: MAO ZHIBING WU YUEHUA WEI KAI XIE XIAOLIN XU WEI SUN JIANYUN TIAN GUANGPING XUE GANG REN SHUHUA ZHOU LIXIN LIU XIN YUAN JIANG QIAO YU LIU CHENGLI YANG XIAOJIE GENG JIAO |
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Owner name: CHINA CONSTRUCTION FIRST BUILDING (GROUP) CO., LTD Effective date: 20140527 Owner name: CHINA STATE CONSTRUCTION ENG. CORP. LTD. Free format text: FORMER OWNER: CHINA CONSTRUCTION FIRST BUILDING (GROUP) CO., LTD. Effective date: 20140527 |
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Effective date of registration: 20140527 Address after: 100037 Beijing, Haidian District, Li River Road, No. three, No. 15 Applicant after: China State Construction Corp. Applicant after: CHINA CONSTRUCTION FIRST BUILDING (GROUP) CORPORATION LIMITED Address before: 100161 Beijing, West Fourth Ring Road South, No. 52, building a building, room 1311, Fengtai District Applicant before: CHINA CONSTRUCTION FIRST BUILDING (GROUP) CORPORATION LIMITED |
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