CN203603260U - Light stable connecting structure of prefabricated building wall beam - Google Patents
Light stable connecting structure of prefabricated building wall beam Download PDFInfo
- Publication number
- CN203603260U CN203603260U CN201320775281.9U CN201320775281U CN203603260U CN 203603260 U CN203603260 U CN 203603260U CN 201320775281 U CN201320775281 U CN 201320775281U CN 203603260 U CN203603260 U CN 203603260U
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- China
- Prior art keywords
- reinforced concrete
- prefabricated panel
- superposed
- prefabricated
- connecting elements
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
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- 239000011150 reinforced concrete Substances 0.000 claims abstract description 21
- 239000004567 concrete Substances 0.000 claims abstract description 9
- 239000011521 glass Substances 0.000 claims description 11
- 238000011065 in-situ storage Methods 0.000 claims description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 230000006978 adaptation Effects 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 239000003365 glass fiber Substances 0.000 abstract 3
- 238000005266 casting Methods 0.000 abstract 1
- 238000009415 formwork Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000000996 additive effect Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000013585 weight reducing agent Substances 0.000 description 1
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Abstract
The utility model discloses a light stable connecting structure of a prefabricated building wall beam, and belongs to the field of building structures. The light stable connecting structure is composed of a superposed beam, a prefabricated panel, a connecting component and an embedded connecting row, the connecting component is a full T-type glass fiber concrete connecting component, the embedded connecting row is embedded in a steel-reinforced concrete precast beam on the lower portion of the superposed beam, the side of a longitudinal seat of the embedded connecting row is exposed out of one side of the top of the precast beam on the lower portion of the superposed beam, and the end of the horizontal connecting face of the full T-type glass fiber concrete connecting component is fixedly connected with the longitudinal seat of the embedded connecting row, that is, a prefabricated panel inserting groove is formed between the vertical connecting face of the connecting component and the superposed beam. After the prefabricated panel is inserted into the panel inserting groove, casting is carried out on site, and therefore the wall beams are stably connected. The glass fiber concrete connecting component with a very small section area is adopted to replace a traditional concrete prefabricated connecting piece, the weight of the connecting component is reduced, a formwork is simple when the superposed beam is prefabricated, wall beam connecting stability 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 utility model, belongs to building structure field.
Background technology:
Precast reinforced concrete construction is one of important directions of China 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 is connected with agent structure, fixes the object of wallboard thereby reach.The mode of these fixing wallboards is no doubt feasible, but Structural Tectonics more complicated, or connected node itself just caused larger deadweight, and causes the problems such as working procedure complexity, 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.
Utility model content:
The purpose of this utility model is to provide a kind of assembled architecture wall beam light-duty stable syndeton, and this syndeton is simple in structure, it is little to conduct oneself with dignity, anti seismic efficiency good.
The utility model is achieved through the following technical solutions:
The light-duty stable syndeton of a kind of assembled architecture wall beam of the utility model, 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 made up 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 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, has alleviated greatly the weight of connector self; Because from heavy and light, so very convenient in the time that 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 entirety 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 utility model has all 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 in the time being subject to horizontal loading, has also alleviated the gravity additive effect that structural system produces in the time of occurred level displacement.
Accompanying drawing explanation:
Fig. 1 is the utility model syndeton schematic perspective view;
Fig. 2 is the utility model syndeton end view;
Fig. 3 is the pre-buried connection row of the utility model schematic diagram;
Fig. 4 is schematic perspective view after the utility model wall beam connection moulding;
Fig. 5 is the right angle incision schematic diagram of the corresponding plug-in mounting of the utility model prefabricated panel.
The specific embodiment:
Below in conjunction with accompanying drawing, the utility model is described further:
The light-duty stable syndeton of a kind of assembled architecture wall beam of the utility model, by superposed beam, prefabricated panel, connecting elements, pre-buried connection row composition, described connecting elements is elongated T-shaped glass reinforced concrete member, pre-buried connection row is made up 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, take its horizontal connecting surface 1-2 as 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 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 made up 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 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 |
|---|---|---|---|
| CN201320775281.9U CN203603260U (en) | 2013-11-29 | 2013-11-29 | Light stable connecting structure of prefabricated building wall beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320775281.9U CN203603260U (en) | 2013-11-29 | 2013-11-29 | Light stable connecting structure of prefabricated building wall beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203603260U true CN203603260U (en) | 2014-05-21 |
Family
ID=50715940
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320775281.9U Withdrawn - After Issue CN203603260U (en) | 2013-11-29 | 2013-11-29 | Light stable connecting structure of prefabricated building wall beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203603260U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103741800A (en) * | 2013-11-29 | 2014-04-23 | 湖北弘毅建设有限公司 | Light type stable connecting structure of wall and beam in assembled type building |
-
2013
- 2013-11-29 CN CN201320775281.9U patent/CN203603260U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103741800A (en) * | 2013-11-29 | 2014-04-23 | 湖北弘毅建设有限公司 | Light type stable connecting structure of wall and beam in assembled type building |
| CN103741800B (en) * | 2013-11-29 | 2016-02-10 | 湖北弘毅建设有限公司 | The light-duty stable syndeton of a kind of assembled architecture wall beam |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20140521 Effective date of abandoning: 20160210 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |