CN204551725U - Unit prefabricated of civilian construction - Google Patents
Unit prefabricated of civilian construction Download PDFInfo
- Publication number
- CN204551725U CN204551725U CN201520080159.9U CN201520080159U CN204551725U CN 204551725 U CN204551725 U CN 204551725U CN 201520080159 U CN201520080159 U CN 201520080159U CN 204551725 U CN204551725 U CN 204551725U
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- CN
- China
- Prior art keywords
- precast
- sloping roof
- prefabricated
- floor
- shear wall
- Prior art date
- 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- Withdrawn - After Issue
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- 238000010276 construction Methods 0.000 title claims abstract description 16
- 210000003205 muscle Anatomy 0.000 claims abstract description 38
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 28
- 239000010959 steel Substances 0.000 claims abstract description 28
- 238000005452 bending Methods 0.000 claims abstract description 25
- 238000005265 energy consumption Methods 0.000 abstract description 3
- 239000000463 material Substances 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 14
- 230000003014 reinforcing effect Effects 0.000 description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
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- Rod-Shaped Construction Members (AREA)
Abstract
The utility model relates to unit prefabricated of a kind of civilian construction, comprise precast floor slab, prefabricated Sloping roof floor, precast beam, the shear wall of precast shear wall and precast support Sloping roof, lateral stressed muscle is all embedded with in precast floor slab and prefabricated Sloping roof floor, the lateral stressed muscle of each bar forms U-shaped negative bending moment rib end respectively at the two ends of precast floor slab, U-shaped mounting muscle is embedded with at the beam-ends that connects of prefabricated Sloping roof floor, steel peg hole is reserved with in the corresponding position connecing wall end of prefabricated Sloping roof floor, the upper surface of the end face of precast beam and the shear wall of precast support Sloping roof is embedded with steel peg, the main muscle of vertical direction is embedded with in the shear wall of precast shear wall and precast support Sloping roof.The utility model can realize " wall ", " beam ", " plate " on-the-spot full assembling fast, significantly can reduce steel consumption, energy consumption and other constructional materials consumptions, reduce workload and difficulty of construction, reduce labour and drop into, reduce costs and the reduction of erection time.
Description
Technical field
The utility model relates to unit prefabricated of a kind of civilian construction.
Background technology
Along with socioeconomic development, the demand of civil high-rise buildings also increases day by day.Current civil high-rise buildings mostly is shear wall structure building, the shortcomings such as its building course also exists steel because of the reason of mode of construction, amount of energy consumption is large, situ wet workload is large, difficulty of construction is high, labor intensive is many, long in time limit, therefore urgently on mode of construction, technological innovation is carried out, improve for above-mentioned every shortcoming, needed for satisfied application, follow the paces of development.
Utility model content
The technical problems to be solved in the utility model is: the building course of civil high-rise buildings exists the shortcomings such as steel consumption is large, situ wet workload is large, difficulty of construction is high, labor intensive is many, long in time limit at present, unit prefabricated of a kind of civilian construction are provided in order to solve this problem, to overcome above-mentioned shortcoming, meet needed for application.
The utility model solves the technical scheme that its technical problem adopts: unit prefabricated of a kind of civilian construction, include the shear wall of precast floor slab, prefabricated Sloping roof floor, precast beam, precast shear wall and precast support Sloping roof, lateral stressed muscle is all embedded with in precast floor slab and prefabricated Sloping roof floor, the lateral stressed muscle of each bar in precast floor slab forms the U-shaped negative bending moment rib end stretching out precast floor slab end face respectively at the two ends of precast floor slab, the plane orthogonal at U-shaped negative bending moment rib end place is in precast floor slab plate face; The lateral stressed muscle of described prefabricated Sloping roof floor forms at the beam-ends that connects of prefabricated Sloping roof floor the U-shaped negative bending moment rib end stretching out prefabricated Sloping roof floor end face, the plane orthogonal at U-shaped negative bending moment rib end place is in prefabricated Sloping roof floor plate face, be embedded with at the beam-ends that connects of prefabricated Sloping roof floor the U-shaped mounting muscle stretching out end face simultaneously, the plane at U-shaped mounting muscle place is parallel with prefabricated Sloping roof floor plate face, is reserved with steel peg hole in the corresponding position connecing wall end of prefabricated Sloping roof floor; The end face of described precast beam is embedded with steel peg; Be embedded with the main muscle of vertical direction in precast shear wall, the upper/lower terminal face of precast shear wall is stretched out at the two ends of main muscle respectively; The main muscle of vertical direction is embedded with in the shear wall of described precast support Sloping roof, the lower surface of the shear wall of precast support Sloping roof is stretched out in the lower end of main muscle, and the upper surface of the shear wall of precast support Sloping roof is embedded with and connects the suitable steel peg in steel peg hole that wall end reserves with described prefabricated Sloping roof floor.
The beneficial effects of the utility model are: compared with building operating type with current civil high-rise buildings, unit prefabricated of civilian construction of the present utility model are utilized to build civil high-rise buildings, " wall ", " beam ", " plate " on-the-spot full assembling fast can be realized, thus realize the industrialization of shear wall structure building, the utility model can significantly reduce steel consumption, energy consumption and other constructional materialss consumption (wooden form, shelf pipe support system etc.), reduce workload and difficulty of construction, minimizing labour input, reduce costs and the reduction of erection time.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is described in further detail.
Fig. 1 is structural representation of the present utility model (dotted line represents perspective, and following figure herewith represents).
Fig. 2 is the structure for amplifying schematic diagram irising out part A in Fig. 1.
Fig. 3 is the structure for amplifying schematic diagram irising out part B in Fig. 1.
Fig. 4 is the structure for amplifying schematic diagram irising out part C in Fig. 1.
Fig. 5 is the structure for amplifying schematic diagram irising out part D in Fig. 1.
Fig. 6 is the main TV structure schematic diagram of precast floor slab of the present utility model.
Fig. 7 is the main TV structure schematic diagram of prefabricated Sloping roof floor of the present utility model.
Fig. 8 is the plan structure schematic diagram of prefabricated Sloping roof floor of the present utility model.
Fig. 9 is the main TV structure schematic diagram of precast beam of the present utility model.
Figure 10 is the main TV structure schematic diagram of precast shear wall of the present utility model.
Figure 11 is the main TV structure schematic diagram of the shear wall of precast support Sloping roof of the present utility model.
Figure 12 is the assembly structure schematic diagram of precast floor slab of the present utility model and precast shear wall.
Figure 13 is the assembly structure schematic diagram of precast floor slab of the present utility model and precast beam.
Figure 14 is the assembly structure schematic diagram (front view) of the shear wall of prefabricated Sloping roof floor of the present utility model and precast beam and precast support Sloping roof.
Figure 15 is the assembly structure schematic diagram (top view) of the shear wall of prefabricated Sloping roof floor of the present utility model and precast beam and precast support Sloping roof.
In figure: 1. precast floor slab; 2. prefabricated Sloping roof floor; 2-1. steel peg hole; 3. precast beam; 4. precast shear wall; 5. the shear wall of precast support Sloping roof; 6. lateral stressed muscle; 6-1.U shape negative bending moment rib end; 7.U shape mounting muscle; 8. steel peg; 9. main muscle; 10. reinforcing bar; 11. concrete.
Detailed description of the invention
A kind of unit prefabricated of civilian construction, as shown in Fig. 1, Fig. 6, Fig. 7, Fig. 8, Fig. 9, Figure 10, Figure 11, it includes the shear wall 5 of precast floor slab 1, prefabricated Sloping roof floor 2, precast beam 3, precast shear wall 4 and precast support Sloping roof, lateral stressed muscle 6 is all embedded with in precast floor slab 1 and prefabricated Sloping roof floor 2, the lateral stressed muscle 6 of each bar in precast floor slab 1 forms the U-shaped negative bending moment rib end 6-1 stretching out precast floor slab 1 end face respectively at the two ends of precast floor slab 1, the plane orthogonal at U-shaped negative bending moment rib end 6-1 place is in precast floor slab 1 plate face; The lateral stressed muscle 6 of described prefabricated Sloping roof floor 2 forms at the beam-ends that connects of prefabricated Sloping roof floor 2 the U-shaped negative bending moment rib end 6-1 stretching out prefabricated Sloping roof floor 2 end face, the plane orthogonal at U-shaped negative bending moment rib end 6-1 place is in prefabricated Sloping roof floor 2 plate face, be embedded with at the beam-ends that connects of prefabricated Sloping roof floor 2 the U-shaped mounting muscle 7 stretching out end face simultaneously, the plane at U-shaped mounting muscle 7 place is parallel with prefabricated Sloping roof floor 2 plate face, is reserved with steel peg hole 2-1 in the corresponding position connecing wall end of prefabricated Sloping roof floor 2; The end face of precast beam 3 is embedded with steel peg 8; Be embedded with the main muscle 9 of vertical direction in precast shear wall 4, the upper/lower terminal face of precast shear wall 4 is stretched out at the two ends of main muscle 9 respectively; The main muscle 9 of vertical direction is embedded with in the shear wall 5 of described precast support Sloping roof, the lower surface of the shear wall 5 of precast support Sloping roof is stretched out in the lower end of main muscle 9, and the upper surface of the shear wall 5 of precast support Sloping roof is embedded with and connects the suitable steel peg 8 of steel peg hole 2-1 that wall end reserves with described prefabricated Sloping roof floor 2.
Method by unit prefabricated for above-mentioned civilian construction is carried out assembling:
See Fig. 2 and Figure 12, the U-shaped negative bending moment rib end 6-1 of precast floor slab 1 plate end is positioned, after between lower two pieces of precast shear walls 4, in the U-shaped mouth of each U-shaped negative bending moment rib end 6-1 of precast floor slab 1, unification wears some reinforcing bars 10, by upper, the extension correspondence overlap joint of the main muscle 9 of lower two pieces of precast shear walls 4 is fixing or fixing with steel bushing docking, then concreting 11 is passed through by the U-shaped negative bending moment rib end 6-1 of above-mentioned precast floor slab 1 plate end, the extension of the reinforcing bar 10 worn and the main muscle 9 of precast shear wall 4 waters in the lump and buries simultaneously by upper, corresponding end and the precast floor slab 1 plate end of lower two pieces of precast shear walls 4 are connected,
See Fig. 3 and Figure 13, the U-shaped negative bending moment rib end 6-1 of the corresponding end of two blocks of precast floor slabs 1 is positioned the top face of same precast beam 3, the U-shaped negative bending moment rib end 6-1 of the corresponding end of two blocks of precast floor slabs 1 is interlaced, in the U-shaped mouth of interlaced each U-shaped negative bending moment rib end 6-1, unification wears some reinforcing bars 10, then concreting 11 is passed through by the U-shaped negative bending moment rib end 6-1 of above-mentioned two pieces of precast floor slab 1 corresponding end, the reinforcing bar 10 worn and the pre-buried steel peg 8 of precast beam 3 end face water in the lump to bury and the corresponding end of two blocks of precast floor slabs 1 and precast beam 3 end face are connected simultaneously,
See Fig. 4, Fig. 5, Figure 14 and Figure 15, the U-shaped negative bending moment rib end 6-1 and the U-shaped that two pieces of prefabricated Sloping roof floors 2 are connect separately beam-ends mount the top face that muscle 7 is positioned same precast beam 3, the U-shaped negative bending moment rib end 6-1 connecing beam-ends of two pieces of prefabricated Sloping roof floors 2 is interlaced, in the U-shaped mouth of interlaced each U-shaped negative bending moment rib end 6-1, unification wears some reinforcing bars 10, the U-shaped mounting muscle 7 connecing beam-ends of two pieces of prefabricated Sloping roof floors 2 respectively corresponding intersect and hanging sleeve in the pre-buried each steel peg 8 of precast beam 3 end face, the prefabricated Sloping roof floor 2 that the shear wall 5 that pre-buried each steel peg 8 correspondence in the upper surface of the shear wall 5 of precast support Sloping roof inserts this precast support Sloping roof supports connect in the reserved each steel peg hole 2-1 of wall end, then by concreting 11, above-mentioned two pieces of prefabricated Sloping roof floors 2 are met the U-shaped negative bending moment rib end 6-1 of beam-ends, the reinforcing bar 10 worn, the pre-buried steel peg 8 of precast beam 3 end face water in the lump bury simultaneously by two pieces of prefabricated Sloping roof floors 2 connect beam-ends and precast beam 3 end face is connected, water in the lump to bury the upper surface of the shear wall 5 of precast support Sloping roof is connected with the wall end that connects of prefabricated Sloping roof floor 2 simultaneously by each steel peg hole 2-1 that wall end reserves of connecing of concreting 11 by each steel peg 8 pre-buried for shear wall 5 upper surface of above-mentioned precast support Sloping roof and prefabricated Sloping roof floor 2 again.
Above-described embodiment is only for explaining explanation the utility model, but not the restriction to the utility model rights protection, the change of every any unsubstantiality carried out on the basis of the utility model essence scheme, all should fall in protection domain of the present utility model.
Claims (1)
1. unit prefabricated of civilian construction, include precast floor slab (1), prefabricated Sloping roof floor (2), precast beam (3), the shear wall (5) of precast shear wall (4) and precast support Sloping roof, it is characterized in that: in precast floor slab (1) and prefabricated Sloping roof floor (2), be all embedded with lateral stressed muscle (6), the lateral stressed muscle of each bar (6) in precast floor slab (1) forms the U-shaped negative bending moment rib end (6-1) stretching out precast floor slab (1) end face respectively at the two ends of precast floor slab (1), the plane orthogonal at U-shaped negative bending moment rib end (6-1) place is in precast floor slab (1) plate face, the lateral stressed muscle (6) of described prefabricated Sloping roof floor (2) forms at the beam-ends that connects of prefabricated Sloping roof floor (2) the U-shaped negative bending moment rib end (6-1) stretching out prefabricated Sloping roof floor (2) end face, the plane orthogonal at U-shaped negative bending moment rib end (6-1) place is in prefabricated Sloping roof floor (2) plate face, be embedded with at the beam-ends that connects of prefabricated Sloping roof floor (2) U-shaped mounting muscle (7) stretching out end face simultaneously, the plane at U-shaped mounting muscle (7) place is parallel with prefabricated Sloping roof floor (2) plate face, steel peg hole (2-1) is reserved with in the corresponding position connecing wall end of prefabricated Sloping roof floor (2), the end face of described precast beam (3) is embedded with steel peg (8), be embedded with the main muscle (9) of vertical direction in precast shear wall (4), the upper/lower terminal face of precast shear wall (4) is stretched out at the two ends of main muscle (9) respectively, the main muscle (9) of vertical direction is embedded with in the shear wall (5) of described precast support Sloping roof, the lower surface of the shear wall (5) of precast support Sloping roof is stretched out in the lower end of main muscle (9), and the upper surface of the shear wall (5) of precast support Sloping roof is embedded with and connects the suitable steel peg (8) in the reserved steel peg hole (2-1) of wall end with described prefabricated Sloping roof floor (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520080159.9U CN204551725U (en) | 2015-02-05 | 2015-02-05 | Unit prefabricated of civilian construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520080159.9U CN204551725U (en) | 2015-02-05 | 2015-02-05 | Unit prefabricated of civilian construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204551725U true CN204551725U (en) | 2015-08-12 |
Family
ID=53826856
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520080159.9U Withdrawn - After Issue CN204551725U (en) | 2015-02-05 | 2015-02-05 | Unit prefabricated of civilian construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204551725U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104612241A (en) * | 2015-02-05 | 2015-05-13 | 潘树宾 | Civil building prefabricated member set and assembly method thereof |
-
2015
- 2015-02-05 CN CN201520080159.9U patent/CN204551725U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104612241A (en) * | 2015-02-05 | 2015-05-13 | 潘树宾 | Civil building prefabricated member set and assembly method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Chengde green building materials Co., Ltd. Assignor: Hebei Hechuang Building Energy-Saving Technology Co., Ltd. Contract record no.: 2016990000052 Denomination of utility model: Civil building prefabricated member set and assembly method thereof Granted publication date: 20150812 License type: Common License Record date: 20160225 |
|
| LICC | Enforcement, change and cancellation of record of contracts on the licence for exploitation of a patent or utility model | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20150812 Effective date of abandoning: 20190226 |
|
| AV01 | Patent right actively abandoned |