CN205100543U - Novel construction system of commercial mansion - Google Patents
Novel construction system of commercial mansion Download PDFInfo
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- CN205100543U CN205100543U CN201520595210.XU CN201520595210U CN205100543U CN 205100543 U CN205100543 U CN 205100543U CN 201520595210 U CN201520595210 U CN 201520595210U CN 205100543 U CN205100543 U CN 205100543U
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Abstract
The utility model provides a novel construction system of commercial mansion, including core section of thick bamboo subtotal periphery, core section of thick bamboo part exceeds the at least three -layer of periphery, core section of thick bamboo part including core section of thick bamboo aluminum mould system, core section of thick bamboo rack braced system, elevartor shaft steel module system interconnected system and core section of thick bamboo outer wall steel module system all, the periphery includes peripheral aluminum mould system, peripheral rack braced system and peripheral outer wall protection screen system. The utility model discloses novel construction system of commercial mansion can effectively reduce the whole construction cycle of building, improves the whole quality of building, reduces commercial mansion construction cost.
Description
Technical field
The utility model belongs to construction engineering technical field, particularly relates to the novel building system of a kind of commercial building.
Background technology
Existing high-rise commercial building building system, because story height is higher, floor height change is many, and floor varied in thickness is many, general point of two parts construction; Core-tube partial and periphery respectively.Described core-tube partial forms primarily of Core Walls Structure wall column, Core Walls Structure stair, Core Walls Structure floor, elevator shaft and Core Walls Structure exterior wall, wherein Core Walls Structure wall column, Core Walls Structure stair, Core Walls Structure floor mainly adopt traditional wooden model, elevator shaft mainly adopts wooden model, and the form that Core Walls Structure exterior wall mainly adopts wooden model to combine with row's gratings is protected as exterior wall.Periphery is primarily of outer enclosing wall column, peripheral stair, peripheral floor and peripheral outer wall composition, and wherein outer enclosing wall column, peripheral stair, peripheral floor mainly adopt traditional wooden model, and the form that peripheral outer wall adopts wooden model to combine with row's gratings is as perimeter defense.Described core-tube partial and described periphery all adopt steelframe to support when building.
Existing high-rise commercial building building system Problems existing is: 1, traditional wooden model is in architectural process, easily produces a large amount of building wastes, and not environmentally, and need a large amount of artificial, after construction, concrete surface planeness is low; 2, adopt steelframe to support, not only inconvenient operation, and load bearing effect is poor; 3, the protection form that the wooden model that Core Walls Structure exterior wall adopts combines with row's gratings, makes the construction planeness of exterior wall wooden model low; 4, peripheral outer wall adopts traditional row's gratings, can not construct with curtain wall simultaneously.
Utility model content
The utility model provides a kind of commercial building novel building system, can effectively reduce building integral construction period, improves monolithic architecture quality, reduces commercial building construction cost.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: the novel building system of a kind of commercial building, comprises core-tube partial and periphery, and described core-tube partial exceeds described periphery at least three layers; Described core-tube partial comprises Core Walls Structure aluminum dipping form system, supports the Core Walls Structure trellis supports system of described Core Walls Structure aluminum dipping form system, elevator shaft punching block system and is arranged on the Core Walls Structure exterior wall punching block system outside described Core Walls Structure aluminum dipping form system; The peripheral outer wall guard system that described periphery comprises peripheral aluminum dipping form system, supports the peripheral trellis supports system of described peripheral aluminum dipping form system and be arranged on outside described peripheral aluminum dipping form system.
Further, described Core Walls Structure aluminum dipping form system is made up of Core Walls Structure aluminum dipping form structure wall column, Core Walls Structure aluminum dipping form structural beam slab, Core Walls Structure aluminum dipping form structure floor and Core Walls Structure aluminum dipping form structure stair.
Further, described elevator shaft punching block system is made up of the structure of steel die borehole wall and elevator shaft structure of steel die workbench.
Further, described Core Walls Structure exterior wall punching block system forms by climbing wall workbench and climbing wall punching block.
Further, described peripheral aluminum dipping form system is made up of peripheral aluminum dipping form structure wall column, peripheral aluminum dipping form structural beam slab, peripheral aluminum dipping form structure floor and peripheral aluminum dipping form structure stair.
Further, described peripheral outer wall guard system is peripheral outer wall protection screen system.
Particularly, the protection screen that described peripheral outer wall protection screen system is made up of peripheral working platform and peripheral protection guardrail forms.
Particularly, the protection screen that described periphery protection guardrail is formed has three or four layers.
The advantage that the utility model has and good effect are:
1, the utility model adopts Core Walls Structure aluminum dipping form system and peripheral aluminum dipping form system to carry out commercial building construction, compared with Traditional Wood modular system, and the good stability of aluminum dipping form system, bearing capacity is high, installs simple and easy, work progress environmental protection, and after construction, concrete surface planeness is high;
2, the utility model adopts Core Walls Structure trellis supports system and peripheral trellis supports system to support aluminum dipping form system, and load bearing effect is good, operates simple and easy, can complete the various supports because of story height change and varied in thickness fast;
3, the utility model have employed elevator shaft punching block system and Core Walls Structure exterior wall punching block system, can independent work under the help of tower crane, thus reduces the quantity of constructor;
4, the utility model have employed the safeguard structure of peripheral outer wall protection screen system composition, compared with the safeguard structure formed with traditional wooden model and row's gratings, unique three layers or four layers of protection screen structure, both ensure that the safety of building operations, do not take again the construction space of curtain wall, thus effectively reduce the integral construction cycle;
5, the novel building system of the utility model commercial building; by Core Walls Structure aluminum dipping form system, Core Walls Structure trellis supports system, elevator shaft punching block system, Core Walls Structure exterior wall punching block system, peripheral aluminum dipping form system, peripheral trellis supports system and this whole set of system of peripheral outer wall protection screen system with the use of; make architectural process more reasonable; personnel, equipment, template combine more tight; considerably reduce the monolithic architecture cycle, and then reduce building costs.
Accompanying drawing explanation
Fig. 1 is the novel building system structural representation of the utility model commercial building;
Fig. 2 is core-tube partial structural representation of the present utility model;
Fig. 3 is peripheral portion structure schematic diagram of the present utility model;
Fig. 4 is the interior wall aluminum alloy pattern plate structural representation of Core Walls Structure aluminum dipping form body of wall of the present utility model;
Fig. 5 is interior wall aluminum dipping form of the present utility model and structure of steel die borehole wall connection diagram;
Fig. 6 is Core Walls Structure aluminum dipping form structural beam slab structural representation of the present utility model;
Fig. 7 is Core Walls Structure exterior wall punching block system architecture schematic diagram of the present utility model;
Fig. 8 is one of plane structure chart of the first core-tube partial of embodiment 2 in the utility model, the second core-tube partial, the first periphery and the second periphery;
Fig. 9 is the plane structure chart two of the first core-tube partial of embodiment 2 in the utility model, the second core-tube partial, the first periphery and the second periphery;
Figure 10,11 be respectively the novel building system of embodiment 2 commercial building the first day morning, afternoon building course schematic diagram;
Figure 12,13 be respectively the novel building system of embodiment 2 commercial building the next morning, afternoon building course schematic diagram;
Figure 14,15 be respectively the novel building system of embodiment 2 commercial building the 3rd day morning, afternoon building course schematic diagram;
Figure 16,17 be respectively the novel building system of embodiment 2 commercial building the 4th day morning, afternoon building course schematic diagram.
Detailed description of the invention
The purpose of this utility model is to provide one can effectively reduce building integral construction period, improves monolithic architecture quality, reduces the novel building system of commercial building and the method for commercial building construction cost.
Below in conjunction with accompanying drawing, specific embodiment of the utility model is elaborated.
As shown in Figure 1, the novel building system of commercial building in embodiment 1, comprises core-tube partial 1 and periphery 2, and described core-tube partial 1 exceeds described periphery 2 at least three layers.Described core-tube partial 1 comprises Core Walls Structure aluminum dipping form system 11, supports the Core Walls Structure trellis supports system 12 of described Core Walls Structure aluminum dipping form system 11, elevator shaft punching block system 13 and is arranged on the Core Walls Structure exterior wall punching block system 14 outside described Core Walls Structure aluminum dipping form system 11.The peripheral outer wall guard system 23 that described periphery 2 comprises peripheral aluminum dipping form system 21, supports the peripheral trellis supports system 22 of described peripheral aluminum dipping form system 21 and be arranged on outside described peripheral aluminum dipping form system 21.
As shown in Figure 2, described Core Walls Structure aluminum dipping form system is made up of Core Walls Structure aluminum dipping form structure wall column 111, Core Walls Structure aluminum dipping form structural beam slab (not shown), Core Walls Structure aluminum dipping form structure floor 113 and Core Walls Structure aluminum dipping form structure stair (not shown).Described Core Walls Structure trellis supports system 12 is for supporting described Core Walls Structure aluminum dipping form structural beam slab, Core Walls Structure aluminum dipping form structure floor 113 and Core Walls Structure aluminum dipping form structure stair.Described elevator shaft punching block system 13 is made up of the structure of steel die borehole wall 131 and elevator shaft structure of steel die workbench 132.The described structure of steel die borehole wall 131 is bolted the elevator shaft structure of steel die workbench 132 be positioned at below it.Described Core Walls Structure exterior wall punching block system 14 forms by climbing wall workbench 142 and climbing wall punching block 141.
Specifically, Core Walls Structure aluminum dipping form structure wall column comprises Core Walls Structure aluminum dipping form body of wall and Core Walls Structure aluminum dipping form pillar, and Core Walls Structure aluminum dipping form body of wall comprises interior wall aluminum dipping form and exterior wall aluminum dipping form.As shown in Figure 4, described interior wall aluminum dipping form comprises two interior wall aluminum alloy pattern plate A1 and A2 be oppositely arranged, the outside of two interior wall aluminum alloy pattern plates is provided with back cord A3, and bolt A4 is fixed on back cord A3 through after two interior wall aluminum alloy pattern plates, and bolt A4 can dismantle after completing interior wall concreting.As shown in Figure 5, described interior wall aluminum dipping form B1 is relative with the structure of steel die borehole wall 131, equally, back cord B3 is provided with in the outside of interior wall aluminum dipping form B1 and the structure of steel die borehole wall 131, bolt B 4 is fixed on back cord B3 through two ends after interior wall aluminum dipping form B1 and the structure of steel die borehole wall 131, bolt B 4 can be dismantled after completing concreting, and elevator shaft punching block system 13 is lifted by crane afterwards.
As shown in Figure 6, described Core Walls Structure aluminum dipping form structural beam slab comprises aluminum alloy pattern plate 121 at the bottom of beam and is arranged at the other aluminum alloy pattern plate 122 of two beams of the both sides that at the bottom of beam, aluminum alloy pattern plate 121 is relative, thick according to beam deep beam, the other aluminum alloy pattern plate 122 of two beams can be connected by bolt 123, after preventing concreting, Core Walls Structure aluminum dipping form structural beam slab expands, and Core Walls Structure aluminum dipping form structural beam slab connects by being connected C groove 124 with Core Walls Structure aluminum dipping form structure floor 113.Core Walls Structure aluminum dipping form structure floor 113 is also reserved with material transfer case (not shown), material transfer case is used for material transfer in architectural process.
As shown in Figure 7, climb wall punching block 141 and be fixed on body of wall C2 by bolt C1, bolt C1 is fixed on template C3 from climbing wall punching block 141 through after body of wall C2.The ins and outs of climbing wall workbench 142 is provided with two diagonal brace D1 and D2, wherein one end of two diagonal brace D1 and D2 respectively by bolt lock in the ins and outs of climbing wall workbench 142, wherein the other end of a diagonal brace D1 is supported on the young connector of the code of climbing back cord bottom wall punching block 141, the other end of another root diagonal brace D2 is fixed on climbs upper position in the middle part of wall punching block 141, and two diagonal braces are used for supporting and regulate climbs wall punching block 141 and make to keep vertical in vertical direction.An an adjusting bolt D3 and connecting bolt D4 is also connected with in the bottom climbing wall punching block 141, adjusting bolt D3 climbs the bottom level of wall punching block 141 for regulating, the height making to climb wall punching block 141 with need the height of concreting to be consistent, connecting bolt D4 is used for connection and climbs wall punching block 141 and climb wall workbench 142, make it into as a whole, after construction completes, climb wall punching block 141 and climb wall workbench 142 and can sling simultaneously.
As shown in Figure 3, described peripheral aluminum dipping form system is made up of peripheral aluminum dipping form structure wall column (not shown), peripheral aluminum dipping form structural beam slab 211, peripheral aluminum dipping form structure floor 212 and peripheral aluminum dipping form structure stair (not shown).Peripheral aluminum dipping form structure wall column comprises peripheral aluminum dipping form structure wall and peripheral aluminum dipping form structural post, peripheral aluminum dipping form structural post is made up of angular column aluminum alloy pattern plate, a side outside angular column aluminum alloy pattern plate orientation column is provided with back cord, and bolt is locked on back cord through relative two sides post aluminum alloy pattern plate.Peripheral aluminum dipping form structural beam slab 211 is similar with Core Walls Structure aluminum dipping form structural beam slab concrete structure, and peripheral aluminum dipping form structure floor 212 and Core Walls Structure aluminum dipping form structure floor 113 similar, no longer elaborate here.
Described peripheral outer wall guard system 23 is peripheral outer wall protection screen system, and the protection screen 231 that described peripheral outer wall protection screen system is made up of peripheral working platform and peripheral protection guardrail is formed.Wherein said protection screen 231 has three layers or four layers; described protection screen 231 can be netted in honeycomb; arrange along external wall of building direction, exterior wall protection screen 231 is provided with cat ladder constructability personnel and passes through, exterior wall protection screen 231 utilizes electric block and guide rail to coordinate realization to rise overally movement.Guide rail to be fixed on peripheral floor or peripheral beam slab or body of wall by robot arm device 232 by described protection screen 231.
In the present embodiment, aluminum dipping form system adopts the splicing of monolithic aluminum dipping form, and connected by pin between monolithic aluminium film, and punching block system is made up of steel plate, steel framework, keel and back cord, keel are for strengthening steel plate.
In the present embodiment, Core Walls Structure trellis supports system 12 is made up of straight-bar, cross bar and brace.Core Walls Structure trellis supports system 12, by dead top box supporting core cylinder aluminum dipping form structure floor 113 and Core Walls Structure aluminum dipping form structural beam slab 113 respectively, selects the Core Walls Structure trellis supports system of different size according to the situation of support.
Commercial building of the present utility model is when building, Core Walls Structure aluminum dipping form system and peripheral aluminum dipping form system is adopted to substitute traditional wooden model system, after commercial building is constructed, concrete surface planeness is high, and aluminum dipping form system is installed simple and easy, work progress environmental protection, has higher recovery value and recycles value.Adopt Core Walls Structure trellis supports system and peripheral trellis supports system to substitute traditional steelframe support system, load bearing effect is good, operates simple and easy, can complete the various supports because of story height change and varied in thickness fast.Adopt elevator shaft punching block system and Core Walls Structure exterior wall punching block system, can independent work under the help of tower crane, thus reduce the dependence to constructor.The safeguard structure adopting protection screen to form substitutes the safeguard structure that traditional wooden model forms with row's gratings, can ensure the safety of building operations, while the construction space not taking curtain wall, effectively reduces the integral construction cycle.
When building commercial building, needing, according to the design feature of building, building is divided into some flowing water sections, also, described core-tube partial being divided into some sections and building, described periphery is divided into some sections and builds.
As Figure 8-9, at the novel building system of the commercial building of embodiment 2, the entirety of described commercial building is divided into four flowing water sections, the first core-tube partial BAY1, the second core-tube partial BAY2, the first periphery BAY3 and the second periphery BAY4 respectively, wherein said first periphery BAY3 ring is located at outside described first core-tube partial BAY1, and described second periphery BAY4 ring is located at outside described second core-tube partial BAY2.The first wherein said core-tube partial BAY1, the structure of the second core-tube partial BAY2 are identical with the core-tube partial structure in embodiment 1 respectively, the first described periphery BAY3, the structure of the second periphery BAY4 are identical with the peripheral portion structure in embodiment 1 respectively, no longer repeat at this.
Describe the novel construction method of commercial building in detail for four days one decks in the present embodiment, certainly, according to condition of construction, the construction of commercial building can also be adjusted to six days one decks.The building course of day one deck of commercial building four described in the present embodiment is as follows:
Can adopt the work period implementation and operation of four days one decks when building, the first wherein said core-tube partial BAY1, the second core-tube partial BAY2, the first periphery BAY3 and the second periphery BAY4 synchronous construction, concrete steps are as follows:
First day building course as shown in figs. 10-11, wherein:
Described first core-tube partial BAY1 carries out the installation of wall column aluminum alloy pattern plate.
Meanwhile, described second core-tube partial BAY2 carries out floor steel bar colligation, floor bar colligation and wall column reinforcing bar binding successively.
Meanwhile, described first periphery BAY3 carries out concreting successively.
Meanwhile, described second periphery BAY4 carries out the installation of floor aluminum alloy pattern plate successively, beam aluminum alloy pattern plate is installed, and described floor aluminum alloy pattern plate carries out floor bar colligation.
Second day building course as illustrated by figs. 12-13, wherein:
Described first core-tube partial BAY1 installs floor aluminum alloy pattern plate and beam aluminum alloy pattern plate successively at completed wall column aluminum alloy pattern plate top, colligation floor bar on described floor aluminum alloy pattern plate.
Meanwhile, described second core-tube partial BAY2 carries out concreting.
Meanwhile, described first periphery BAY3 carries out the installation of wall column aluminum alloy pattern plate, installs floor aluminum alloy pattern plate and beam aluminum alloy pattern plate successively at described wall column aluminum alloy pattern plate top.
Meanwhile, described second periphery BAY4 carries out floor bar colligation successively, peripheral outer wall guard system promotes, and then carries out wall column reinforcing bar binding.
3rd day building course as shown in figs. 14-15, wherein:
Described first core-tube partial BAY1 carries out floor bar colligation and wall column reinforcing bar binding successively.
Meanwhile, described second core-tube partial BAY2 carries out the installation of wall column aluminum alloy pattern plate.
Meanwhile, described first periphery BAY3 installs floor aluminum alloy pattern plate and beam aluminum alloy pattern plate successively, colligation floor bar on described floor aluminum alloy pattern plate.
Meanwhile, described second periphery BAY4 carries out concreting.
4th day building course as shown in figs. 16-17, wherein:
Described first core-tube partial BAY1 carries out concreting.
Meanwhile, described second core-tube partial BAY2 completed wall column aluminum alloy pattern plate top installs floor aluminum alloy pattern plate and beam aluminum alloy pattern plate successively, colligation floor bar on described floor aluminum alloy pattern plate.
Meanwhile, described first periphery BAY3 carries out the lifting of peripheral outer wall guard system, and carries out floor bar colligation and wall column reinforcing bar binding successively.
Meanwhile, described second periphery BAY4 carries out the installation of wall column aluminum alloy pattern plate, installs floor aluminum alloy pattern plate and beam aluminum alloy pattern plate successively at described wall column aluminum alloy pattern plate top.
This completes the construction of a floor commercial building, wherein after concreting, reach the requirement of specification in intensity after, can remove aluminum template system, aluminum alloy pattern plate carries out cleaning work after removing, and aluminum alloy pattern plate is sent to lower one deck, enter the installation procedure of next floor aluminum alloy pattern plate.
In the building course carrying out commercial building, the first described core-tube partial BAY1, the second core-tube partial BAY2, the first periphery BAY3 and the second periphery BAY4 adopt the mode of simultaneously constructing, architectural process is more reasonable, the combination of personnel, equipment, template is more tight, thus significantly reduce the monolithic architecture cycle of commercial building, reduce building costs.
Above embodiment of the present utility model has been described in detail, but described content being only preferred embodiment of the present utility model, can not being considered to for limiting practical range of the present utility model.All equalizations done according to the utility model application range change and improve, and all should still belong within patent covering scope of the present utility model.
Claims (8)
1. a commercial building building system, is characterized in that: comprise core-tube partial and periphery, and described core-tube partial exceeds described periphery at least three layers; Described core-tube partial comprises Core Walls Structure aluminum dipping form system, supports the Core Walls Structure trellis supports system of described Core Walls Structure aluminum dipping form system, elevator shaft punching block system and is arranged on the Core Walls Structure exterior wall punching block system outside described Core Walls Structure aluminum dipping form system; The peripheral outer wall guard system that described periphery comprises peripheral aluminum dipping form system, supports the peripheral trellis supports system of described peripheral aluminum dipping form system and be arranged on outside described peripheral aluminum dipping form system.
2. commercial building building system according to claim 1, is characterized in that: described Core Walls Structure aluminum dipping form system is made up of Core Walls Structure aluminum dipping form structure wall column, Core Walls Structure aluminum dipping form structural beam slab, Core Walls Structure aluminum dipping form structure floor and Core Walls Structure aluminum dipping form structure stair.
3. commercial building building system according to claim 1, is characterized in that: described elevator shaft punching block system is made up of the structure of steel die borehole wall and elevator shaft structure of steel die workbench.
4. commercial building building system according to claim 1, is characterized in that: described Core Walls Structure exterior wall punching block system forms by climbing wall workbench and climbing wall punching block.
5. commercial building building system according to claim 1, is characterized in that: described peripheral aluminum dipping form system is made up of peripheral aluminum dipping form structure wall column, peripheral aluminum dipping form structural beam slab, peripheral aluminum dipping form structure floor and peripheral aluminum dipping form structure stair.
6. commercial building building system according to claim 1, is characterized in that: described peripheral outer wall guard system is peripheral outer wall protection screen system.
7. commercial building building system according to claim 6, is characterized in that: the protection screen that described peripheral outer wall protection screen system is made up of peripheral working platform and peripheral protection guardrail forms.
8. commercial building building system according to claim 7, is characterized in that: the protection screen that described periphery protection guardrail is formed has three or four layers.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520595210.XU CN205100543U (en) | 2015-08-07 | 2015-08-07 | Novel construction system of commercial mansion |
| HK15110242.8A HK1206919A2 (en) | 2015-08-07 | 2015-10-19 | A building construction system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520595210.XU CN205100543U (en) | 2015-08-07 | 2015-08-07 | Novel construction system of commercial mansion |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205100543U true CN205100543U (en) | 2016-03-23 |
Family
ID=55069625
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520595210.XU Active CN205100543U (en) | 2015-08-07 | 2015-08-07 | Novel construction system of commercial mansion |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN205100543U (en) |
| HK (1) | HK1206919A2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178589A (en) * | 2015-08-07 | 2015-12-23 | 俊川建筑科技有限公司 | Novel commercial building construction system and method |
| CN106939697A (en) * | 2017-04-05 | 2017-07-11 | 中建局集团第三建筑有限公司 | Combined template for constructing core barrel and construction method thereof |
-
2015
- 2015-08-07 CN CN201520595210.XU patent/CN205100543U/en active Active
- 2015-10-19 HK HK15110242.8A patent/HK1206919A2/en not_active IP Right Cessation
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178589A (en) * | 2015-08-07 | 2015-12-23 | 俊川建筑科技有限公司 | Novel commercial building construction system and method |
| CN106939697A (en) * | 2017-04-05 | 2017-07-11 | 中建局集团第三建筑有限公司 | Combined template for constructing core barrel and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| HK1206919A2 (en) | 2016-01-15 |
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