CN204435543U - Novel earthquake-resistant building structure - Google Patents
Novel earthquake-resistant building structure Download PDFInfo
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- CN204435543U CN204435543U CN201520069284.XU CN201520069284U CN204435543U CN 204435543 U CN204435543 U CN 204435543U CN 201520069284 U CN201520069284 U CN 201520069284U CN 204435543 U CN204435543 U CN 204435543U
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- China
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- horizontal
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- vertical beam
- beam framework
- shaped plug
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Abstract
Novel earthquake-resistant building structure.A kind of novel earthquake-resistant building structure, its composition comprises: horizontal collar tie beam framework, described horizontal collar tie beam framework has cross reinforcement, described cross reinforcement cover connection one group of annulus, described annulus connects sleeve, by vertical bar connecting between described sleeve, the left end of described cross reinforcement and right-hand member insert a cover of horizontal three connected sets respectively, by perpendicular bar connecting between No. two covers of described horizontal stroke three connected set, by stile bar connecting between No. three covers of described horizontal stroke three connected set, a described cover, No. two described covers, No. three described covers all have conical socket, described cross reinforcement, described stile reinforcing bar, described perpendicular reinforcing bar all has concentric tapered jack, described conical socket overlaps with described concentric tapered jack, tight fit is inserted cone pin and is connected location, described horizontal collar tie beam framework connects vertical beam framework, described horizontal collar tie beam framework connects concrete.The utility model is used for earthquake-resistant building structure.
Description
Technical field
the utility model relates to a kind of novel earthquake-resistant building structure.
Background technology
connection between the reinforcing bar of the cage of reinforcement of existing earthquake-resistant building structure is all welded to connect, and the structure of Site Welding is not absolutely accurate, if the weld bond had when shaking strong just may snap, does not reach the object of whole antidetonation.
Summary of the invention
the purpose of this utility model is to provide that a kind of shock resistance of entirety is good, being connected firmly between parts, stablize, novel earthquake-resistant building structure easily.
above-mentioned object is realized by following technical scheme:
a kind of novel earthquake-resistant building structure, its composition comprises: horizontal collar tie beam framework, described horizontal collar tie beam framework has cross reinforcement, described cross reinforcement cover connection one group of annulus, described annulus connects sleeve, by vertical bar connecting between described sleeve, the left end of described cross reinforcement and right-hand member insert a cover of horizontal three connected sets respectively, by perpendicular bar connecting between No. two covers of described horizontal stroke three connected set, by stile bar connecting between No. three covers of described horizontal stroke three connected set, a described cover, No. two described covers, No. three described covers all have conical socket, described cross reinforcement, described stile reinforcing bar, described perpendicular reinforcing bar all has concentric tapered jack, described conical socket overlaps with described concentric tapered jack, tight fit is inserted cone pin and is connected location, described horizontal collar tie beam framework connects vertical beam framework, described horizontal collar tie beam framework connects concrete.
described novel earthquake-resistant building structure, described vertical beam framework comprises perpendicular three connected sets, described perpendicular three connected sets have a circle cover, No. two circle covers, No. three circle covers, mutual vertically between a described circle cover overlaps with described No. two circles to be connected, a described circle cover while of overlapping with described No. two circles vertical be connected described in No. three circles overlap, connected by vertical beam horizontal bar between a described circle cover, erect muscle by vertical beam between No. two described circle covers to connect, connected by vertical beam stud between No. three described circle covers, fixed by described cone pin between a described circle cover and described vertical beam horizontal bar, No. two described circle covers and described vertical beam erect between muscle to be fixed by described cone pin, fixed by described cone pin between No. three described circle covers and described vertical beam stud, described vertical beam framework connects concrete.
described novel earthquake-resistant building structure, the inner side of described vertical beam framework connects 2 U-shaped plug-in units be parallel to each other, cross reinforcement in described U-shaped plug-in unit described in tight fit insertion, the two ends in the outside of described vertical beam framework all connect the horizontal U-shaped plug-in unit and perpendicular U-shaped plug-in unit that at right angles arrange, the end of the cross reinforcement in described horizontal U-shaped plug-in unit described in tight fit insertion, the end of the perpendicular reinforcing bar in described perpendicular U-shaped plug-in unit described in tight fit insertion, described U-shaped plug-in unit, described horizontal U-shaped plug-in unit, two ends of described perpendicular U-shaped plug-in unit all have through hole, described through hole connecting bolt is fixed, hollow brick or prefabricated gas concrete or Haydite bricks is connected with between described vertical beam framework and described horizontal collar tie beam framework.
beneficial effect:
1. the utility model adopt horizontal stroke three connected set, cross reinforcement, stile reinforcing bar, perpendicular reinforcing bar, annulus, vertical reinforcing bar is with the use of the horizontal collar tie beam framework of composition, easy to connect, quick between parts, connect closely, assembling speed is fast, overlapped with concentric tapered jack by conical socket, tight fit inserts cone pin and be connected positioning stablity, shock resistance is good.
perpendicular three connected sets that the utility model adopts, vertical beam horizontal bar, vertical beam erect with the use of composition vertical beam framework between muscle, vertical beam stud, the stable connection between parts firmly, safety, accurate positioning, assembling speed are fast.
be interconnected by U-shaped plug-in unit, horizontal U-shaped plug-in unit, perpendicular U-shaped plug-in unit between vertical beam framework of the present utility model, horizontal collar tie beam framework, connection firm, grafting accurate, shock resistance is good.
the horizontal collar tie beam framework that the utility model is become by steel bar concrete water and vertical beam framework form skeleton, be assembled as a partition wall point family with light weight boards such as hollow brick or prefabricated gas concrete, haydites again, due to body of wall not load-bearing, so can be made up of all kinds of light material, cost is low, building speed is fast, and shock resistance is good.
accompanying drawing illustrates:
accompanying drawing 1 is the structural representation of horizontal collar tie beam framework in this product.
accompanying drawing 2 is structural representations of vertical beam framework in this product.
accompanying drawing 3 is overall diagram of this product.
detailed description of the invention:
embodiment 1:
a kind of novel earthquake-resistant building structure, its composition comprises: horizontal collar tie beam framework 1, described horizontal collar tie beam framework has cross reinforcement 25, described cross reinforcement cover connection one group of annulus 2, described annulus connects sleeve 3, connected by vertical reinforcing bar 4 between described sleeve, the left end of described cross reinforcement and right-hand member insert a cover 5 of horizontal three connected sets respectively, connected by perpendicular reinforcing bar 7 between No. two covers 6 of described horizontal stroke three connected set, connected by stile reinforcing bar 9 between No. three covers 8 of described horizontal stroke three connected set, a described cover, No. two described covers, No. three described covers all have conical socket 10, described cross reinforcement, described stile reinforcing bar, described perpendicular reinforcing bar all has concentric tapered jack, described conical socket overlaps with described concentric tapered jack, tight fit is inserted cone pin 11 and is connected location, described horizontal collar tie beam framework connects vertical beam framework 12, described horizontal collar tie beam framework 26 connects concrete 13.
embodiment 2:
novel earthquake-resistant building structure described in embodiment 1, described vertical beam framework comprises perpendicular three connected sets, described perpendicular three connected sets have a round cover 23, No. two round covers 14, No. three round covers 15, mutual vertically between a described circle cover overlaps with described No. two circles to be connected, a described circle cover while of overlapping with described No. two circles vertical be connected described in No. three circles overlap, connected by vertical beam horizontal bar 16 between a described circle cover, erect muscle 17 by vertical beam between No. two described circle covers to connect, connected by vertical beam stud 18 between No. three described circle covers, fixed by described cone pin between a described circle cover and described vertical beam horizontal bar, No. two described circle covers and described vertical beam erect between muscle to be fixed by described cone pin, fixed by described cone pin between No. three described circle covers and described vertical beam stud, described vertical beam framework connects concrete.
embodiment 3:
novel earthquake-resistant building structure described in embodiment 2, the inner side of described vertical beam framework connects 2 U-shaped plug-in units 19 be parallel to each other, cross reinforcement in described U-shaped plug-in unit described in tight fit insertion, the two ends in the outside of described vertical beam framework all connect the horizontal U-shaped plug-in unit 20 and perpendicular U-shaped plug-in unit 21 that at right angles arrange, the end of the cross reinforcement in described horizontal U-shaped plug-in unit described in tight fit insertion, the end of the perpendicular reinforcing bar in described perpendicular U-shaped plug-in unit described in tight fit insertion, described U-shaped plug-in unit, described horizontal U-shaped plug-in unit, two ends of described perpendicular U-shaped plug-in unit all have through hole 22, described through hole connecting bolt 23 is fixed, hollow brick 24 or prefabricated gas concrete or Haydite bricks is connected with between described vertical beam framework and described horizontal collar tie beam framework.
Claims (3)
1. a novel earthquake-resistant building structure, its composition comprises: horizontal collar tie beam framework, it is characterized in that: described horizontal collar tie beam framework has cross reinforcement, described cross reinforcement cover connection one group of annulus, described annulus connects sleeve, by vertical bar connecting between described sleeve, the left end of described cross reinforcement and right-hand member insert a cover of horizontal three connected sets respectively, by perpendicular bar connecting between No. two covers of described horizontal stroke three connected set, by stile bar connecting between No. three covers of described horizontal stroke three connected set, a described cover, No. two described covers, No. three described covers all have conical socket, described cross reinforcement, described stile reinforcing bar, described perpendicular reinforcing bar all has concentric tapered jack, described conical socket overlaps with described concentric tapered jack, tight fit is inserted cone pin and is connected location, described horizontal collar tie beam framework connects vertical beam framework, described horizontal collar tie beam framework connects concrete.
2. novel earthquake-resistant building structure according to claim 1, it is characterized in that: described vertical beam framework comprises perpendicular three connected sets, described perpendicular three connected sets have a circle cover, No. two circle covers, No. three circle covers, mutual vertically between a described circle cover overlaps with described No. two circles to be connected, a described circle cover while of overlapping with described No. two circles vertical be connected described in No. three circles overlap, connected by vertical beam horizontal bar between a described circle cover, erect muscle by vertical beam between No. two described circle covers to connect, connected by vertical beam stud between No. three described circle covers, fixed by described cone pin between a described circle cover and described vertical beam horizontal bar, No. two described circle covers and described vertical beam erect between muscle to be fixed by described cone pin, fixed by described cone pin between No. three described circle covers and described vertical beam stud, described vertical beam framework connects concrete.
3. novel earthquake-resistant building structure according to claim 2, it is characterized in that: the inner side of described vertical beam framework connects 2 U-shaped plug-in units be parallel to each other, cross reinforcement in described U-shaped plug-in unit described in tight fit insertion, the two ends in the outside of described vertical beam framework all connect the horizontal U-shaped plug-in unit and perpendicular U-shaped plug-in unit that at right angles arrange, the end of the cross reinforcement in described horizontal U-shaped plug-in unit described in tight fit insertion, the end of the perpendicular reinforcing bar in described perpendicular U-shaped plug-in unit described in tight fit insertion, described U-shaped plug-in unit, described horizontal U-shaped plug-in unit, two ends of described perpendicular U-shaped plug-in unit all have through hole, described through hole connecting bolt is fixed, hollow brick or prefabricated gas concrete or Haydite bricks is connected with between described vertical beam framework and described horizontal collar tie beam framework.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520069284.XU CN204435543U (en) | 2015-02-02 | 2015-02-02 | Novel earthquake-resistant building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520069284.XU CN204435543U (en) | 2015-02-02 | 2015-02-02 | Novel earthquake-resistant building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204435543U true CN204435543U (en) | 2015-07-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520069284.XU Expired - Fee Related CN204435543U (en) | 2015-02-02 | 2015-02-02 | Novel earthquake-resistant building structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN204435543U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700750A (en) * | 2017-09-13 | 2018-02-16 | 厦门锐创节能科技有限公司 | A kind of modular sheet material for being used to build |
| CN109723162A (en) * | 2018-12-05 | 2019-05-07 | 莱芜职业技术学院 | A kind of construction method of building combined wall |
-
2015
- 2015-02-02 CN CN201520069284.XU patent/CN204435543U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700750A (en) * | 2017-09-13 | 2018-02-16 | 厦门锐创节能科技有限公司 | A kind of modular sheet material for being used to build |
| CN109723162A (en) * | 2018-12-05 | 2019-05-07 | 莱芜职业技术学院 | A kind of construction method of building combined wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150701 Termination date: 20160202 |