CN103741800A - Light type stable connecting structure of wall and beam in assembled type building - Google Patents
Light type stable connecting structure of wall and beam in assembled type building Download PDFInfo
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- CN103741800A CN103741800A CN201310629318.1A CN201310629318A CN103741800A CN 103741800 A CN103741800 A CN 103741800A CN 201310629318 A CN201310629318 A CN 201310629318A CN 103741800 A CN103741800 A CN 103741800A
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- reinforced concrete
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- prefabricated
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Abstract
The invention discloses a light type stable connecting structure of a wall and a beam in an assembled type building, and belongs to the field of building structures. The light type stable connecting structure is composed of a superposed beam, a prefabricated wall panel, a connecting element and an embedded connecting row. The connecting element is a full-length T-shaped glass fiber concrete connecting element. The embedded connecting row is embedded into a steel-reinforced concrete precast beam on the lower portion of the superposed beam, the side edge of a longitudinal base of the embedded connecting row is exposed on one side of the top of the precast beam on the lower portion, and the horizontal connecting face end of the full-length T-shaped glass fiber concrete connecting element is fixedly connected with the longitudinal base of the embedded connecting row, namely a prefabricated wall panel inserting groove is formed between the vertical connecting face of the connecting element and the superposed beam. After the prefabricated wall panel is arranged in the inserting groove, cast-in-place is performed, and the wall and the beam are stably connected. According to the light type stable connecting structure, the glass fiber concrete connecting element with small cross-sectional area is used for replacing a traditional concrete prefabricated connecting piece, the self weight is lowered, the formwork is simple when the superposed beam is prefabricated, the connecting stability of the wall and the beam is improved, and manufacturing cost is lowered.
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, the energy conservation of enhancing productivity, and development Green environmental-protection building, and be conducive to improve and guarantee construction engineering quality.The development of assembled architecture, also driving prefabricated units the diversity of the various methods of attachment in when splicing develop.Traditional prefabricated panel is generally the mode being bolted with being connected of beam, or prefabricated special ordinary concrete member comes to be connected with agent structure, thereby reaches the fixedly object of wallboard.Fixedly the mode of wallboard is no doubt feasible for these, but Structural Tectonics more complicated, or connected node itself just caused larger deadweight, and causes the problems such as working procedure is complicated, anti seismic efficiency is undesirable, total cost is higher.Therefore, simple, the wall beam syndeton design little, anti seismic efficiency is good of conducting oneself with dignity of development structure is 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 is simple in structure, it is little to conduct oneself with dignity, 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 forms, described connecting elements is elongated T-shaped glass reinforced concrete connecting elements, pre-buried connection row is comprised of longitudinal elongated seat and the horizontal tier pole of one side, 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 precast beam top, bottom one side, elongated T-shaped glass reinforced concrete connecting elements is horizontally-arranged, its horizontal connecting surface termination is affixed with the pre-buried longitudinal seat that is connected row, 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, steel reinforced concrete Cast-in-situ Beam and wallboard inserting groove intermediate gap thereof on cast in situs superposed beam 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 comprised 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, has alleviated greatly the weight of connector self; Because from heavy and light, so very convenient when construction is fixed on structure.The structure at hollowcore slab two ends and traditional hollowcore slab are different, make like this body of wall weight reduction and body of wall also shorten to some extent the eccentric throw of superposed beam, thereby have reduced the torsional effect of body of wall to superposed beam, make the integral body of girder construction stressed more reasonable.Owing to there being the existence of glass reinforced concrete connector, superposed beam is done the support of body of wall textural specially without stretching out a part, thereby makes superposed beam template when prefabricated simple, and convenient construction, has reduced cost of manufacture, has also alleviated the deadweight of superposed beam.From the above mentioned, the present invention has reduced the deadweight of structure from every side on member, thereby the effects while having reduced geological process on the one hand, on the other hand when structural system is when being subject to horizontal loading, has also alleviated the gravity additive effect that structural system produces when occurred level displacement.
Accompanying drawing explanation:
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 pre-buried connection row of the present invention schematic diagram;
Fig. 4 is schematic perspective view after wall beam connection moulding of the present invention;
Fig. 5 is the right angle incision schematic diagram of the corresponding plug-in mounting of prefabricated panel of the present invention.
The specific embodiment:
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 forms, described connecting elements is elongated T-shaped glass reinforced concrete member, pre-buried connection row is comprised of longitudinal elongated seat 2-1 and the horizontal tier pole 2-2 of one side, 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 precast beam top, bottom one side, elongated T-shaped glass reinforced concrete connecting elements is horizontally-arranged, its horizontal connecting surface 1-2 termination with pre-buried be connected row longitudinal 2-1 affixed, thereby between the vertical joint face 1-1 of elongated T-shaped glass reinforced concrete connecting elements and superposed beam, its horizontal connecting surface 1-2 of take is 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 form 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 comprised 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 forms, it is characterized in that, described connecting elements is elongated T-shaped glass reinforced concrete connecting elements, pre-buried connection row is comprised of longitudinal elongated seat and the horizontal tier pole of one side, 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 precast beam top, bottom one side, elongated T-shaped glass reinforced concrete connecting elements is horizontally-arranged, its horizontal connecting surface termination is affixed with the pre-buried longitudinal seat that is connected row, 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, steel reinforced concrete Cast-in-situ Beam and wallboard inserting groove intermediate gap thereof on cast in situs superposed beam 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, 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 comprised 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 true CN103741800A (en) | 2014-04-23 |
| CN103741800B 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 |
|---|---|
| CN103741800B (en) | 2016-02-10 |
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Granted publication date: 20160210 Termination date: 20161129 |
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