CN203394027U - Semi-assembled construction system for frame-shear wall tube structure - Google Patents
Semi-assembled construction system for frame-shear wall tube structure Download PDFInfo
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- CN203394027U CN203394027U CN201320003121.2U CN201320003121U CN203394027U CN 203394027 U CN203394027 U CN 203394027U CN 201320003121 U CN201320003121 U CN 201320003121U CN 203394027 U CN203394027 U CN 203394027U
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Abstract
The utility model discloses a semi-assembled construction system for a frame-shear wall tube structure, which is used for construction for the frame-shear wall tube structure. The semi-assembled construction system comprises a shear wall form, a frame column form, a support frame, a split bolt, lightweight steel structure interlayers, prefabricated superimposed floor slabs, a prefabricated concrete exterior wall cladding, a bearing beam form, a cement fibrolite plate and a batten, wherein the prefabricated superimposed floor slabs are arranged on the shear wall form, the frame column form and the bearing beam form; the height of each of the shear wall form and the frame column form is the double of the storey height of a general residence; the prefabricated concrete exterior wall cladding is arranged between the prefabricated superimposed floor slab layers; and the lightweight steel structure interlayers are arranged at the middle parts of a shear wall and a frame column. According to the construction system disclosed by the utility model, the quantity of reinforcement joints in a construction site and the use quantity of revolving materials such as formworks are reduced, the labour intensity of workers is greatly decreased, construction progress is speeded up, construction cost is decreased, and economic benefits are improved.
Description
Technical field
The utility model relates to a kind of frame structure construction system, especially a kind of half assembling frame tube shear wall structure construction system.
Background technology
In existing multilayer and High-rise building structural construction technique, there is steel work, reinforced concrete frame structure, reinforced concrete frame shearing structure, shear wall structure, brick mix structure, inside waters outer block structure etc.Steel work, because cost is high and process the reasons such as installation accuracy height, has limited its scope of application.Other construction method, particularly reinforced concrete frame structure and reinforced concrete shear wall structure are all site operations.Lumps of wood template bowl buckle frame, steel supports, and the turnover such as steel pipe materials'use amount is large.Template assembling and disassembling engineering quantity is large, and life cycle is long, and personnel's equipment is used many, and work high above the ground is many, and labor strength is large.Owing to being subject to the restriction of the factors such as place environmental protection weather, strengthened difficulty of construction simultaneously, and construction quality and progress and construction cost and the larger difficulty of security control existence.
Utility model content
For solving the problems such as in existing complete cast-in-place frame-shear wall structure construction system, circulation material use amount is large, template installing/dismounting engineering quantity is large, bar splice quantity is many, constructor's work high above the ground is many, labour intensity is large, the utility model provides the half assembling frame tube shear wall structure construction system that a kind of circulation material use amount is little, template installing/dismounting engineering quantity is little, constructor's labour intensity is low, speed of application is fast.
Technical problem to be solved in the utility model is achieved through the following technical solutions:
A kind of half assembling frame tube shear wall structure construction system, comprise shear wall formwork, framed column template, bracing frame and split bolt, also comprise lightweight steel construction interlayer, prefabricated superposed type floor, precast concrete exterior wall cladding, spandrel girder template, cement fibrolite plate and flitch;
Described shear wall formwork, framed column template and spandrel girder template are provided with prefabricated superposed type floor, described shear wall formwork and framed column template height are the twice of general domestic floor height, between described prefabricated superposed type floor layer, be provided with precast concrete exterior wall cladding, described shear wall and frame column middle part are provided with lightweight steel construction interlayer.
Between described prefabricated superposed type floor, be provided with in-situ continuous slab band.
Described prefabricated superposed type floor two ends are zigzag and are provided with dowel, and described prefabricated superposed type floor is connected with dowel with spandrel girder with shear wall.
Described prefabricated superposed type floor, spandrel girder template below are provided with bracing frame.
Described spandrel girder template is provided with split bolt, and described spandrel girder template below is provided with horizon bar, and described horizon bar below is provided with bracing frame.
Between support frame as described above and prefabricated superposed type floor, be provided with flitch, between support frame as described above and horizon bar, be provided with flitch.
On described lightweight steel construction interlayer, lay cement fibrolite plate, described lightweight steel construction interlayer has square column, and lower floor's spandrel girder top is located in described square column lower end.
The beneficial effects of the utility model are:
The utility model increases the template of frame column and tube shear wall to 5.4 meters of left and right, two layer heights that are equivalent to general residential building, the one deck that equals to construct is two layers, after concreting, in one deck, utilize again lightweight steel construction to do an interlayer, can effectively reduce number of times and the quantity 50% of the bar splice of reinforced concrete frame column and shear wall, can effectively reduce number of times and the quantity of concrete cast in situs, reduce the assembling and disassembling quantity 65% of mould bases (template, steel pipe, the lumps of wood and bowl buckle frame), thereby accelerate the number of turnover of the template lumps of wood and bowl buckle frame.And utilize lightweight steel construction to do deadweight and cost that interlayer can effectively alleviate building itself.Adopt construction system of the present utility model, can reduce in a large number the use amount of the circulation materials such as job site mould bases, reinforced concrete cast-in-situ and the prefabricated strong point combining and advantage can be given full play to, strong point and the advantage of reinforced concrete structure and lightweight steel construction can be made full use of.Reinforced concrete prefabricated superimposed large floor and concrete exterior wall link plate (composite exterior wall cladding that integrates decorative heat preservation) are made in factory's batch machining, lightweight steel construction is assembled at the scene, can effectively improve the standardization of building structure construction, industrialization and assemblingization level, thereby can significantly reduce workman's labour intensity, accelerate construction speed, reduced construction cost, improved economic benefit.Also be convenient to control construction quality, progress, safety and construction cost simultaneously, it is simple that the utility model also has construction technology, speed of application is fast, and the features such as energy-conserving and environment-protective, there is the wide prospect of marketing, after building builds up, can also effectively improve the service efficiency of elevator, the utility model is not only applicable to build residential building simultaneously, is also applicable to builder and lives office building simultaneously.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the specific embodiment of the present utility model is described in further detail.
Fig. 1 is that the utility model stay in place formwork installs structural representation;
Fig. 2 is the utility model steel interlayer hoisting structure schematic diagram;
Fig. 3 is spandrel girder template mounting structure schematic diagram between the utility model Prefabricated stacking floor;
Fig. 4 is the prefabricated superposed type floor of the utility model top view;
Fig. 5 is the utility model precast concrete cladding panel elevation.
In figure, 1. shear wall formwork, 2. bracing frame, 3. split bolt, 4. lightweight steel construction interlayer, 5. prefabricated superposed type floor, 6. precast concrete exterior wall cladding, 7. spandrel girder template.
The specific embodiment
As Figure 1-Figure 5, half assembling frame shear tube body structure construction system consists of shear wall formwork 1, framed column template, bracing frame 2, split bolt 3, lightweight steel construction interlayer 4, prefabricated superposed type floor 5, precast concrete exterior wall cladding 6, spandrel girder template 7, cement fibrolite plate and flitch.
As shown in Figure 1, framed column template and shear wall formwork 1 are processed into 5.4 meters high, set up framed column template, shear wall formwork 1 and spandrel girder template 7, and in the prefabricated superposed type floor 5 of the horizontal fixed support of bracing frame 2 and spandrel girder template 7 for shear wall formwork 1 and spandrel girder template 7 times.
Prefabricated superposed type floor 5 and spandrel girder template 7 belows arrange bracing frame 2, and the top of bracing frame 2 arranges the lumps of wood and supports prefabricated superposed type floor 5, and the bottom of bracing frame 2 arranges the lumps of wood equally, and flitch is preferably the 100*50 lumps of wood.Fluid concrete in-situ continuous slab band between prefabricated superposed type floor 5, in-situ continuous slab band refers to the cast-in-place continuous-reinforced slab band of having strengthened arrangement of reinforcement for strengthening a kind of double-layer double-direction that two prefabricated superposed type floor globalities arrange, the width of strip is 50～60CM, and thickness is identical with prefabricated superposed type floor 5.Spandrel girder template 7 is located at prefabricated superposed type floor 5 belows, top.
As shown in Fig. 2, Fig. 5, the template of setting up is carried out to coagulation builds, water and build up 5.4 meters of floor height frame columns and shear wall structure, two layer heights that are equivalent to general residential building, at prefabricated superposed type floor 5 interlayer vertical lifting precast concrete cladding panels 6, precast concrete exterior wall cladding 6 is for collecting decorative heat preservation in a bluk recombination cladding panel, and utilizes lightweight steel construction to do an interlayer on the i iron at shear wall and frame column middle part, two-layer thereby the one deck that makes to construct becomes construction.
I iron two of lightweight steel construction interlayer 4 use 22# is pre-buried interior high 2.7 meters of of frame column that are anchored at respectively, at 1/3 place of two ends, i iron bottom span centre, with two 8# square steel, do square column simultaneously, be used for and lower rebar concrete bearing beam on built-in fitting welding, at right angle setting spacing is l50cm on 22# i iron 16# i iron, at right angle setting Lay interval is 50cm on 16# i iron again 8# channel-section steel, finally on 8# channel-section steel, lay the cement fibrolite plate that 25mm is thick, and fix with self-tapping screw.
As shown in Figure 3, on spandrel girder template 7 both sides, split bolt 3 is installed, spandrel girder template arranges transverse horizontal bar 7 times, and transverse horizontal bar below arranges bracing frame 2.Transverse horizontal Gan two ends are connected with bracing frame 2 vertical rods, and vertical rod adjacent in bracing frame 2 reinforces the connection with horizontal steel tube and fastener.Bracing frame 2 is arranged near the cast-in-place 30cm of the shear wall place that builds of shear wall formwork 1.
As shown in Figure 4, prefabricated superposed type floor 5 is zigzag structure with the end of spandrel girder, shear wall overlap joint.Dowel is left at prefabricated superposed type floor 5 two ends, wherein the dowel of one end inserts the cast-in-place reinforced concrete shear wall inside of building of shear wall formwork 1, the dowel of the other end inserts spandrel girder template 7 cast-in-place inside of building concrete beam, on prefabricated superposed type floor 5 plate faces, colligation one deck bi-directional compression reinforcing bar also passes reserved triangle stirrup on prefabricated superposed type floor 5 plate faces simultaneously, this reserved triangle stirrup is used for fixedly bi-directional compression reinforcing bar, makes the prefabricated superposed type floor 5 of polylith after building form an integral body.The middle stirrup of spandrel girder should be same high higher than spandrel girder and the prefabricated superposed type floor of setting up 5.
Implementation process of the present utility model:
In Xian precast yard, prefabricated superposed type floor 5 and precast concrete exterior wall cladding 6 are processed into semiproduct, be transported to job site, set up shear wall formwork 1, after framed column template, by bracing frame 2, will install with spandrel girder template 7 and 5 supports of prefabricated superposed type floor, then by existing concreting, prefabricated superposed type floor 5 and spandrel girder template 7 and shear wall formwork 1 are poured into as a whole, hoisting prefabricated concrete exterior wall link plate 6 again, finally in the finishing after secondary structure construction, lightweight steel construction interlayer 4 is installed, and lay cement fibrolite plate thereon, lightweight steel construction does not bear working load substantially, thereby complete structure construction.
Should be understood that, the above-mentioned specific embodiment of the present utility model is only for exemplary illustration or explain principle of the present utility model, and do not form restriction of the present utility model.Therefore any modification of, making, be equal to replacement, improvement etc., within all should being included in protection domain of the present utility model in the situation that not departing from spirit and scope of the present utility model.In addition, the utility model claims are intended to contain whole variations and the modification in the equivalents that falls into claims scope and border or this scope and border.
Claims (7)
1. one and half assembling frame tube shear wall structure construction systems, comprise shear wall formwork (1), framed column template, bracing frame (2) and split bolt (3), it is characterized in that: also comprise lightweight steel construction interlayer (4), prefabricated superposed type floor (5), precast concrete exterior wall cladding (6), spandrel girder template (7), cement fibrolite plate and flitch;
Described shear wall formwork (1), framed column template and spandrel girder template (7) are provided with prefabricated superposed type floor (5), described shear wall formwork (1) and framed column template height are the twice of general domestic floor height, described prefabricated superposed type floor (5) interlayer is provided with precast concrete exterior wall cladding (6), and described shear wall and frame column middle part are provided with lightweight steel construction interlayer (4).
2. half assembling frame tube shear wall structure construction system according to claim 1, is characterized in that: between described prefabricated superposed type floor (5), be provided with in-situ continuous slab band.
3. half assembling frame tube shear wall structure construction system according to claim 2, it is characterized in that: described prefabricated superposed type floor (5) two ends are zigzag and are provided with dowel, described prefabricated superposed type floor (5) is connected with dowel with spandrel girder with shear wall.
4. half assembling frame tube shear wall structure construction system according to claim 1, is characterized in that: described prefabricated superposed type floor (5), spandrel girder template (7) below are provided with bracing frame (2).
5. half assembling frame tube shear wall structure construction system according to claim 4, it is characterized in that: described spandrel girder template (7) is provided with split bolt (3), described spandrel girder template (7) below is provided with horizon bar, and described horizon bar below is provided with bracing frame (2).
6. half assembling frame tube shear wall structure construction system according to claim 5, is characterized in that: between support frame as described above (2) and prefabricated superposed type floor (5), be provided with flitch, between support frame as described above (2) and horizon bar, be provided with flitch.
7. half assembling frame tube shear wall structure construction system according to claim 1, it is characterized in that: the upper cement fibrolite plate of laying of described lightweight steel construction interlayer (4), described lightweight steel construction interlayer (4) has square column, and lower floor's spandrel girder top is located in described square column lower end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320003121.2U CN203394027U (en) | 2013-01-05 | 2013-01-05 | Semi-assembled construction system for frame-shear wall tube structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320003121.2U CN203394027U (en) | 2013-01-05 | 2013-01-05 | Semi-assembled construction system for frame-shear wall tube structure |
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| Publication Number | Publication Date |
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| CN203394027U true CN203394027U (en) | 2014-01-15 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201320003121.2U Expired - Fee Related CN203394027U (en) | 2013-01-05 | 2013-01-05 | Semi-assembled construction system for frame-shear wall tube structure |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109113245A (en) * | 2018-09-25 | 2019-01-01 | 中建四局第六建筑工程有限公司 | A kind of construction method and device of reinforced concrete double plate |
| CN109518950A (en) * | 2018-12-05 | 2019-03-26 | 上海建工二建集团有限公司 | Support-free tool-based template system applied to assembled cast-in-place section and use method thereof |
| CN109914781A (en) * | 2019-02-25 | 2019-06-21 | 佛山市中迅拓新材料科技有限公司 | A kind of monoblock type overlapping board construction method |
| CN110397198A (en) * | 2019-07-30 | 2019-11-01 | 刘法亭 | A kind of prefabricated concrete floor |
| CN110499857A (en) * | 2019-09-27 | 2019-11-26 | 福建省二建建设集团有限公司 | A kind of precast concrete superimposed sheet vertically goes out the installation method of muscle and readjustment |
| CN110524678A (en) * | 2019-09-27 | 2019-12-03 | 福建省二建建设集团有限公司 | The oblique prefabricated superimposed sheet of muscle out of one kind and preload are to drawing formwork erecting structure and construction method |
-
2013
- 2013-01-05 CN CN201320003121.2U patent/CN203394027U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109113245A (en) * | 2018-09-25 | 2019-01-01 | 中建四局第六建筑工程有限公司 | A kind of construction method and device of reinforced concrete double plate |
| CN109518950A (en) * | 2018-12-05 | 2019-03-26 | 上海建工二建集团有限公司 | Support-free tool-based template system applied to assembled cast-in-place section and use method thereof |
| CN109914781A (en) * | 2019-02-25 | 2019-06-21 | 佛山市中迅拓新材料科技有限公司 | A kind of monoblock type overlapping board construction method |
| CN110397198A (en) * | 2019-07-30 | 2019-11-01 | 刘法亭 | A kind of prefabricated concrete floor |
| CN110499857A (en) * | 2019-09-27 | 2019-11-26 | 福建省二建建设集团有限公司 | A kind of precast concrete superimposed sheet vertically goes out the installation method of muscle and readjustment |
| CN110524678A (en) * | 2019-09-27 | 2019-12-03 | 福建省二建建设集团有限公司 | The oblique prefabricated superimposed sheet of muscle out of one kind and preload are to drawing formwork erecting structure and construction method |
| CN110499857B (en) * | 2019-09-27 | 2024-07-19 | 福建省二建建设集团有限公司 | Installation method for vertical rib discharging and callback of precast concrete laminated slab |
| CN110524678B (en) * | 2019-09-27 | 2024-07-19 | 福建省二建建设集团有限公司 | Oblique reinforcement-out prefabricated laminated slab, pre-tightening opposite-pulling formwork structure and construction method |
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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 |
Granted publication date: 20140115 Termination date: 20160105 |