CN103741800B - The light-duty stable syndeton of a kind of assembled architecture wall beam - Google Patents
The light-duty stable syndeton of a kind of assembled architecture wall beam Download PDFInfo
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- CN103741800B CN103741800B CN201310629318.1A CN201310629318A CN103741800B CN 103741800 B CN103741800 B CN 103741800B CN 201310629318 A CN201310629318 A CN 201310629318A CN 103741800 B CN103741800 B CN 103741800B
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Abstract
The light-duty stable syndeton of a kind of assembled architecture wall beam of the present invention, belong to building structure field, the present invention is by superposed beam, prefabricated panel, connecting elements, pre-buried connection row composition, this connecting elements is elongated T-shaped glass reinforced concrete connecting elements, pre-buried connection row is embedded in the bottom steel reinforced concrete precast beam of superposed beam, its longitudinal seat side is emerging in side, precast beam top, bottom, elongated T-shaped glass reinforced concrete connecting elements horizontal connecting surface termination is with pre-buried to be connected the longitudinal seat arranged affixed, namely between the vertical joint face of this connecting elements and superposed beam, prefabricated panel inserting groove is formed, after prefabricated panel loads this inserting groove, cast in situs, stable connection is formed between wall beam, the present invention replaces the prefabricated connector of conventional concrete with the glass reinforced concrete connecting elements that section area is little, both the weight of self had been alleviated, also make superposed beam template when prefabricated simple, improve wall beam connective stability, and reduce cost of manufacture.
Description
Technical field:
The light-duty stable syndeton of a kind of assembled architecture wall beam of the present invention, belongs to building structure field.
Background technology:
Precast reinforced concrete construction is one of important directions of China's building structure development, and it is conducive to the development of China's industrialization of construction industry, energy conservation of enhancing productivity, development Green environmental-protection building, and is conducive to improving and ensureing construction engineering quality.The development of assembled architecture, develops with also driving the diversity of the various methods of attachment of prefabricated units when splicing.Traditional prefabricated panel and the connection of beam are generally the modes be bolted, or prefabricated special ordinary concrete component is connected with agent structure, thus reach the object of fixing wallboard.The mode of these fixing wallboards is no doubt feasible, but structure structure more complicated, or connected node inherently causes larger deadweight, and cause the problems such as working procedure is complicated, anti seismic efficiency is undesirable, total cost is higher.Therefore, simple, little, the anti seismic efficiency of conducting oneself with dignity of development structure good the design of wall beam syndeton be imminent.
Summary of the invention:
The object of the present invention is to provide the light-duty stable syndeton of a kind of assembled architecture wall beam, this syndeton structure be simple, conduct oneself with dignity little, anti seismic efficiency good.
The present invention is achieved by the following technical solutions:
The light-duty stable syndeton of a kind of assembled architecture wall beam of the present invention, by superposed beam, prefabricated panel, connecting elements, pre-buried connection row composition, described connecting elements is elongated T-shaped glass reinforced concrete connecting elements, pre-buried connection row is by longitudinally elongated seat and side transverse direction tier pole thereof form, pre-buried connection row is longitudinally embedded in the bottom steel reinforced concrete precast beam of superposed beam, its longitudinal seat side is emerging in side, precast beam top, bottom, elongated T-shaped glass reinforced concrete connecting elements is horizontally-arranged, its horizontal connecting surface termination is with pre-buried to be connected the longitudinal seat arranged affixed, namely between the vertical joint face of elongated T-shaped glass reinforced concrete connecting elements and superposed beam, in formation, lower prefabricated panel inserting groove, upper and lower prefabricated panel is respectively charged in wainscot sheathing inserting groove, the top steel reinforced concrete Cast-in-situ Beam of cast in situs superposed beam and wallboard inserting groove intermediate gap thereof, form stable connection then between wall beam.
Described prefabricated panel is prefabricated hollow wall board.
The corresponding plug-in mounting end of described prefabricated panel has the right angle incision with beam, groove adaptation.
Described superposed beam is made up of bottom steel reinforced concrete precast beam and top reinforcing bar cast-in-situ concrete beam.
The connecting elements of invention, adopts the very little glass reinforced concrete connector of section area to replace traditional concrete prefabricated connector, alleviates the weight of connector self greatly; Because from heavy and light, so very convenient when construction is fixed on structure.Structure and traditional hollowcore slab at hollowcore slab two ends are different, make body of wall weight reduction like this and the eccentric throw of body of wall to superposed beam also shortens to some extent, thus reduce the torsional effect of body of wall to superposed beam, make the entirety of girder construction stressed more reasonable.Owing to there being the existence of glass reinforced concrete connector, superposed beam has constructively done the support of body of wall specially without the need to stretching out a part, thus makes superposed beam template when prefabricated simple, and convenient construction, reduces cost of manufacture, also mitigates the deadweight of superposed beam.From the above mentioned, the present invention from every side component is reduced the deadweight of structure, thus effects when reducing geological process on the one hand, on the other hand when structural system is when being subject to horizontal loading, also mitigate the gravity additive effect that structural system produces when occurred level displacement.
Accompanying drawing illustrates:
Fig. 1 is syndeton schematic perspective view of the present invention;
Fig. 2 is syndeton end view of the present invention;
Fig. 3 is the present invention pre-buried connection row schematic diagram;
Fig. 4 is that wall beam of the present invention connects shaping rear schematic perspective view;
Fig. 5 is the right angle incision schematic diagram of the corresponding plug-in mounting of prefabricated panel of the present invention.
Detailed description of the invention:
Below in conjunction with accompanying drawing, the present invention is described further:
The light-duty stable syndeton of a kind of assembled architecture wall beam of the present invention, by superposed beam, prefabricated panel, connecting elements, pre-buried connection row composition, described connecting elements is elongated T-shaped glass reinforced concrete component, pre-buried connection row is made up of longitudinal elongated seat 2-1 and the horizontal tier pole 2-2 in side thereof, pre-buried connection row is longitudinally embedded in the bottom steel reinforced concrete precast beam 4-1 of superposed beam, its longitudinal seat 2-1 side is emerging in side, precast beam top, bottom, elongated T-shaped glass reinforced concrete connecting elements is horizontally-arranged, its horizontal connecting surface 1-2 termination is with pre-buried to be connected the longitudinal seat 2-1 arranged affixed, thus between the vertical joint face 1-1 of elongated T-shaped glass reinforced concrete connecting elements and superposed beam, with its horizontal connecting surface 1-2 for bottom land, in formation, lower prefabricated panel inserting groove 3s, 3x, upper and lower prefabricated panel 5 is respectively charged in wallboard inserting groove 3s, 3x with the right angle incision 5-1 of inserting groove adaptation, then cast in situs superposed beam top Cast-in-situ Beam 4-2 and wallboard inserting groove intermediate gap thereof, namely forms stable connection between wall beam.
The corresponding plug-in mounting end of described prefabricated panel has the right angle incision 5-1 with beam, groove adaptation.
Described superposed beam is made up of bottom steel reinforced concrete precast beam 4-1 and top reinforcing bar cast-in-situ concrete beam 4-2.
Described prefabricated panel is prefabricated hollow wall board.
Claims (4)
1. the light-duty stable syndeton of assembled architecture wall beam, by superposed beam, prefabricated panel, connecting elements, pre-buried connection row composition, it is characterized in that, described connecting elements is elongated T-shaped glass reinforced concrete connecting elements, pre-buried connection row is by longitudinally elongated seat and side transverse direction tier pole thereof form, pre-buried connection row is longitudinally embedded in the bottom steel reinforced concrete precast beam of superposed beam, its longitudinal seat side is emerging in side, precast beam top, bottom, elongated T-shaped glass reinforced concrete connecting elements is horizontally-arranged, its horizontal connecting surface termination is with pre-buried to be connected the longitudinal seat arranged affixed, between the vertical joint face of elongated T-shaped glass reinforced concrete connecting elements and superposed beam, in formation, lower prefabricated panel inserting groove, upper and lower prefabricated panel is respectively charged in wainscot sheathing inserting groove, the upper reinforcement cast-in-situ concrete beam of cast in situs superposed beam and adjacent wallboard inserting groove gap thereof, form stable connection then between wall beam.
2. the light-duty stable syndeton of a kind of assembled architecture wall beam according to claim 1, it is characterized in that, prefabricated panel is prefabricated hollow wall board.
3. the light-duty stable syndeton of a kind of assembled architecture wall beam according to claim 1 and 2, is characterized in that, the corresponding plug-in mounting end of prefabricated panel has the right angle incision with beam, groove adaptation.
4. the light-duty stable syndeton of a kind of assembled architecture wall beam according to claim 1, is characterized in that, superposed beam is made up of bottom steel reinforced concrete precast beam and top reinforcing bar cast-in-situ concrete beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310629318.1A CN103741800B (en) | 2013-11-29 | 2013-11-29 | The light-duty stable syndeton of a kind of assembled architecture wall beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310629318.1A CN103741800B (en) | 2013-11-29 | 2013-11-29 | The light-duty stable syndeton of a kind of assembled architecture wall beam |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103741800A CN103741800A (en) | 2014-04-23 |
| CN103741800B true CN103741800B (en) | 2016-02-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310629318.1A Expired - Fee Related CN103741800B (en) | 2013-11-29 | 2013-11-29 | The light-duty stable syndeton of a kind of assembled architecture wall beam |
Country Status (1)
| Country | Link |
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| CN (1) | CN103741800B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3972168A (en) * | 1974-11-08 | 1976-08-03 | Allen George E | Tying device for tying a wood framing structure to a masonry wall |
| JPH02300450A (en) * | 1989-05-13 | 1990-12-12 | Natl House Ind Co Ltd | Fitting structure of wall panel |
| JPH03161636A (en) * | 1989-11-17 | 1991-07-11 | Misawa Homes Co Ltd | Structure and method for installation of lightweight foamed concrete wall material |
| CN2496948Y (en) * | 2001-07-10 | 2002-06-26 | 高文展 | Connecting structure between steel frame composite exposed wall board and beam, pillar and wallboard |
| CN203603260U (en) * | 2013-11-29 | 2014-05-21 | 湖北弘毅建设有限公司 | Light stable connecting structure of prefabricated building wall beam |
-
2013
- 2013-11-29 CN CN201310629318.1A patent/CN103741800B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3972168A (en) * | 1974-11-08 | 1976-08-03 | Allen George E | Tying device for tying a wood framing structure to a masonry wall |
| JPH02300450A (en) * | 1989-05-13 | 1990-12-12 | Natl House Ind Co Ltd | Fitting structure of wall panel |
| JPH03161636A (en) * | 1989-11-17 | 1991-07-11 | Misawa Homes Co Ltd | Structure and method for installation of lightweight foamed concrete wall material |
| CN2496948Y (en) * | 2001-07-10 | 2002-06-26 | 高文展 | Connecting structure between steel frame composite exposed wall board and beam, pillar and wallboard |
| CN203603260U (en) * | 2013-11-29 | 2014-05-21 | 湖北弘毅建设有限公司 | Light stable connecting structure of prefabricated building wall beam |
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| Publication number | Publication date |
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| CN103741800A (en) | 2014-04-23 |
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Granted publication date: 20160210 Termination date: 20161129 |