WO2017054725A1 - 凹字型楼层成型装置的胶条式缩放结构 - Google Patents

凹字型楼层成型装置的胶条式缩放结构 Download PDF

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Publication number
WO2017054725A1
WO2017054725A1 PCT/CN2016/100538 CN2016100538W WO2017054725A1 WO 2017054725 A1 WO2017054725 A1 WO 2017054725A1 CN 2016100538 W CN2016100538 W CN 2016100538W WO 2017054725 A1 WO2017054725 A1 WO 2017054725A1
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Prior art keywords
floor
mold
room
strip
forming device
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PCT/CN2016/100538
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English (en)
French (fr)
Inventor
李渊河
Original Assignee
李宜君
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Application filed by 李宜君 filed Critical 李宜君
Publication of WO2017054725A1 publication Critical patent/WO2017054725A1/zh

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/02—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for rooms as a whole by which walls and floors are cast simultaneously, whole storeys, or whole buildings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/16—Tools or apparatus

Definitions

  • the present invention relates to construction equipment, and more particularly to a strip-type zoom structure of a recessed floor forming apparatus.
  • the construction industry generally uses artificially built various types of scaffolding, artificially assisted disassembly and assembly of the model, artificially welded steel walls and steel bars in the column, manual handling of the model, often the quality can not be guaranteed, labor intensity, slow construction period, high cost And there are many security risks.
  • China Patent Application No. 201310474132.3 and CN201320628039.9 is an aerial building machine suitable for high-rise and super high-rise residential buildings, including a main space lifting platform, an exterior wall decoration lifting platform, a tower crane and a control device, wherein the main body
  • the space lifting platform is equipped with a main body mold, a concrete conveying device, a concrete distributing machine and a spraying device.
  • the main body space lifting platform is lowered to splicing the main body mold and the concrete reinforcing mesh, and then the concrete conveying device is transported to the main body mold, and the concrete is solidified into a wall body after 24 hours.
  • the wall forming mold comprises a plurality of inner walls which are fixed to each other and can be lowered and closed as the lifting device rises and opens.
  • a square pouring wall mold frame and an outer wall pouring wall mold frame a plurality of outer wall pouring wall mold frames surrounding a plurality of inner wall square pouring wall mold frames and being spliced with the plurality of inner wall square pouring wall mold frames, and
  • the area covered by the plurality of outer wall cast wall formwork frames and the plurality of inner wall square cast wall formwork frames is greater than or equal to the area of the desired building dwellings.
  • the control lifting device When it is necessary to form a wall, as long as the control lifting device lowers the wall forming mold to the plane of the desired building, after that, the concrete can be poured into the wall forming mold; after that, as long as the lifting device is controlled to raise the wall forming mold, At this time, the inner wall square wall mold formwork and the outer wall cast wall formwork of the wall forming mold are opened and separated from the formed wall.
  • the main body mold it can be found that it is desirable to use the main body mold to improve the efficiency of building multiple floors, but in fact, there are serious cases in which the known cases are serious, because the main mold must be raised first when each floor is to be built. At least a certain height, the sprinkler spraying wall is arranged, then the prefabricated panel is arranged on the top surface of the wall and the concrete is clothed, and then the top surface of the wall is sprayed, and then the main mold is lowered to the production floor;
  • the known construction method cannot form the floor wall and the partition wall at one time, so when constructing each floor, the main mold is used to form the said After the wall surface, it is still necessary to wait for a period of time to build the partition wall to completely form a floor. In other words, the more floors are built, the waste is waiting for the construction time to increase, so the known construction method is in terms of construction efficiency. There is still room for improvement
  • the technical problem to be solved by the present invention is to provide a rubber strip type zooming structure of a concave type floor forming device, the main purpose of which is a plurality of elastic rubber strips, each of which is embedded in a groove between a plurality of room molds
  • the groove utilizes the elastic tension of each elastic strip to completely fill the groove to achieve a complete sealing effect.
  • the present invention provides a strip type zooming structure of a concave type floor forming apparatus, comprising: a concave type floor forming apparatus, the concave type floor forming apparatus having a carrier, the carrying The top of the body spans a plurality of support plates, and the support plates are fixed to a plurality of hangers downwardly; a plurality of room molds, the molds of the respective rooms are adjacent to each other to form a plurality of mutually intersecting longitudinal flow passages, and each room The top of the mold is fixedly attached to each of the booms of the support plates, wherein each of the room molds is a mold body of a plurality of independent individuals, and the mold bodies are adjacent to each other to form a plurality of grooves, and each of the mold bodies The grooves are connected to each other by a shrink mold assembly; a plurality of elastic strips are embedded in the grooves, and the elastic strips of the elastic strips are completely filled in the grooves to achieve complete sealing. effect.
  • the houses constructed by this application do not need to use modular steel cages, and can achieve a quick construction procedure of one layer a day, and achieve the advantages of cost saving and stability.
  • Figure 1 is a perspective view of a concave floor forming apparatus of the present invention
  • Figure 2 is a perspective cross-sectional view of the concave floor forming apparatus of the present invention.
  • Figure 3 is a perspective view of the fixing member of the room mold of the present invention.
  • Figure 4 is a perspective view of a reduction module of the room mold of the present invention.
  • Figure 5 is a perspective cross-sectional view of the outer wall mold of the present invention.
  • Figure 6 is a perspective view of the tower device of the present invention.
  • Figure 7 is a perspective view of a single mold room mold of the present invention.
  • Figure 8 is a perspective view of a multi-mode room mold of the present invention.
  • Figure 9 is a perspective view of the column device of the present invention.
  • Figure 10 is a perspective view of the present invention showing the condition of constructing the first floor
  • Figure 11 is a cross-sectional view of the room mold of the present invention, showing the condition of sealing with an elastic rubber sleeve;
  • Figure 12 is a cross-sectional view of the outer wall mold of the present invention, showing the condition before demolding
  • Figure 13 is a cross-sectional view of the present invention showing the first floor after completion of the grouting operation
  • Figure 14 is another cross-sectional view of the present invention showing the first floor after completion of the grouting operation Floor;
  • Figure 15 is a cross-sectional view showing the first room mold of the present invention, showing the condition before the shrinking operation;
  • Figure 16 is a cross-sectional view showing the first room mold of the present invention, showing the state after the shrinking operation;
  • Figure 17 is a cross-sectional view showing a second room mold of the present invention, showing the state before the shrinking operation;
  • Figure 18 is a cross-sectional view showing a second room mold of the present invention, showing the state after the shrinking operation;
  • Figure 19 is a cross-sectional view showing the outer wall mold of the present invention, showing the state after demolding
  • Figure 20 is a cross-sectional view showing the state in which the concave floor forming device is raised to the second floor;
  • Figure 21 is a perspective view of the present invention showing the condition of constructing the second floor
  • Figure 22 is a perspective view of the present invention showing the condition of constructing the second floor
  • Figure 23 is a cross-sectional view of the present invention showing the second floor after completion of the grouting operation
  • Figure 24 is a cross-sectional view showing the state in which the concave floor forming device is raised to the third floor;
  • Figure 25 is a perspective view of the present invention showing the condition of building a third floor.
  • the embodiment of the present invention is a strip type zooming structure of a concave type floor forming device, which is matched with a plurality of column devices 20 on a foundation T by a concave floor forming device 10. Constructing a building having a plurality of floors in a quick and convenient manner, wherein the concave floor forming apparatus 10 comprises:
  • a carrier body 11 having a working space 110 the carrier body 11 has a rectangular design, and a plurality of support plates 111 are spanned across the top end of the carrier body 11 (which may be vertically or laterally spanned according to actual needs).
  • the support plate 111 has an appropriate gap 1110 adjacent to each other and fixes a plurality of booms 1111 downward, and the longitudinal width W of the central position of each support plate 111 is the maximum distance and gradually slopes toward both sides, so that the center of the support plate 111 is located.
  • the longitudinal width W is greater than the longitudinal width W1 of the sides.
  • each of the column devices 20 includes a base 21 having a pivoting portion 210, and an outer frame having a receiving space 220 and longitudinally fixed to the base 21. 22 and a pivotal connection to the pivoting portion 210 and having an angle a hydraulic cylinder 23 having a pivoting action, the hydraulic cylinder 23 having a telescopic top strut 230, wherein the receiving space 220 can accommodate a tower unit 50 (as shown in FIG. 6).
  • the splicing device 50 is fixed to the four corners of the bottom of the carrier 11.
  • Each of the splicing devices 50 is formed by a plurality of longitudinal tubular members 51 in a longitudinally long rectangular shape, and the longitudinal tubular members 51 are connected at appropriate positions. At least one transverse tubular member 52, and the two transverse tubular members 52 have abutment slot 520.
  • each of the room molds 30 is adjacent to each other to form a plurality of mutually extending longitudinal flow passages 31, and a plurality of fixing members 32 (shown in FIG. 3) and respective portions are disposed on the top of each of the room molds 30.
  • Each of the booms 1111 of the support plate 111 is hanged and fixed, and the fixing members 32 are operable to adjust the height of each room mold 30 such that the room molds 30 are at the same level.
  • the longitudinal width W of the center position of each of the support plates 111 is greater than the longitudinal width W1 of the two sides, so that when each of the support plates 111 has a plurality of room molds 30, the maximum stress is obtained, thereby avoiding multiple support plates 111.
  • the weight of the room mold 30 causes deformation or breakage; and when the tarpaulin is laid thereon, rainwater can be discharged on both sides.
  • each support portion 111 and each of the room molds 30 may be selected by using a plurality of support plates 111 or a single support plate 111 by using a plurality of hangers 1111 to hang at least one room mold 30 according to actual conditions; in other words, The hanging relationship between each of the support portions 111 and each of the room molds 30 is not limited to the embodiment of the present invention, but may be based on the actual state of the room molds 30 and the arrangement of the room molds 30. Set the corresponding hang relationship for the location.
  • each of the room molds 30 can be in two embodiments, wherein the room mold 30 of one embodiment is a single mold body 34, and the side and bottom surfaces of the mold body 34 are divided into a plurality of sections.
  • the grooves 33 are connected to each other by a shrink assembly 35 (as shown in FIGS. 4 and 7), and the room mold 30 of another embodiment is a mold of four independent individuals.
  • a body 34, and each of the phantoms 34 is adjacent to each other to form a plurality of grooves 33, and each of the grooves 33 is coupled to each other by a die assembly 35 (as shown in FIGS.
  • the assembly 35 is composed of a pressing block 350 respectively disposed on the respective mold bodies 34, and a pressing member 351 penetrating the pressing block 350.
  • at least one elastic colloid is provided. 60, sealing the groove of the room mold 30
  • the sealing operation of the groove 33 can be divided into two embodiments.
  • the elastic colloid 60 of one embodiment is an elastic strip 61 of different sizes and has an area larger than the groove 33 of each room mold 30 (see FIG. 6 and FIG. 7)), when the elastic strips 61 are embedded in the respective grooves 33, the elastic strips 61 have excellent elastic tension to completely fill the grooves 33 to achieve a complete sealing effect.
  • the elastic colloid 60 of another embodiment is an integrally formed elastic rubber sleeve 62 (shown in FIG. 11) having an open space, and the elastic rubber sleeve 62 covers the vertical outer circumferential surface of each room mold 30.
  • This embodiment can also achieve the effect of achieving a complete seal of the grooves 33 on the vertical outer peripheral surface, while the bottom side grooves 33 are sealed by the aforementioned elastic strip 61.
  • the elastic rubber strip 61 or the elastic rubber sleeve 62 has excellent stretch tension, it can be surely filled not only in the groove 33 but also on the outer surface of each room mold 30 during the sealing operation.
  • the elastic colloid 60 performs a sealing function on the groove 33 of the room mold 30 to prevent a large amount of foreign matter from entering the groove 33.
  • outer wall molds 40 shown in FIG. 5
  • the outer wall molds 40 are disposed corresponding to the bottoms of the four sides of the carrier body 11, and include a fixing portion 41 fixed to the bottom of the carrier body 11 ( An I-shaped design), a transmission source 42 (designed as a motor) disposed on the fixed portion 41, a transmission member 43 (designed as a belt) interlocking with the transmission source 42, and a transmission member 43
  • the interlocking rotating shaft 44 (designed as a screw), a moving block 45 screwed to the transmission shaft 44, and the moving block 45 are coupled to the side of the fixing portion 41 to be on the side of the fixing portion 41.
  • a pulley 46 for advancing and retracting, and an outer wall panel 47 fixed to the bottom of the moving block 45 are formed.
  • Step a performing a plurality of straight wall reinforcement cage 100 construction operations on the first floor F1;
  • the constructor fixes a plurality of straight wall reinforcement cages 100 of the first floor F1 on the foundation T, and the construction positions of the straight wall reinforcement cages 100 correspond to the longitudinal flows of the molds 30 of the respective rooms. Road 31.
  • Step b erecting the concave floor forming device 10 on the foundation T (as shown in FIG. 10);
  • a plurality of column devices 20 are pre-arranged at appropriate positions of the foundation T (the present embodiment is provided at four corner positions), and each of the inlet tower devices 50 at the bottom of the concave floor forming device 10 is accommodated.
  • the struts 230 of the hydraulic cylinders 23 are supported by the struts 230 of the hydraulic cylinders 23 at a slight inclination angle in the abutment slots 520 of the two sides of the sluice device 50 (eg Figure 9)).
  • Step c providing a plurality of outer wall molds 40 disposed at the bottom of the concave floor forming device 10 and covering the four sides of each room mold 30 (as shown in FIG. 12);
  • the transmission source 42 of the external wall mold 40 is activated to synchronize the transmission member 43, the transmission shaft 44 and the moving block 45, and the pulley 46 connected to the moving block 45 contacts the side of the fixing portion 41.
  • the fixing portion 41 is fixed to the bottom end of the carrier 11, so that when the driving source 42 is actuated, the fixing portion 41 remains stationary only to move the block 45 and the outer wall block 47 fixed to the bottom end of the moving block 45 to each The wall mold direction of the room mold 30 is moved.
  • the moving block 45 is positioned, the outer wall panel 47 and the wall surface of each of the room molds 30 are adjacent to each other to form a plurality of longitudinal flow passages 31 (see FIG. 12). Shown).
  • Step d performing grouting operation on the longitudinal flow passages 31 through which the respective room molds 30 pass through each other (as shown in FIG. 13);
  • a self-compacting concrete S is poured into the longitudinal flow passages 31 in which the respective room molds 30 are adjacent to each other and penetrate each other, and the self-compacting concrete S is semi-liquid and flows through the longitudinal flow passages 31 which are mutually penetrated.
  • the self-compacting concrete S does not flow into the groove 33.
  • the operation is temporarily stopped for a period of time, and after the self-compacting concrete S is stabilized, the operation is continued until the filling is completed. In order to avoid preventing each of the room molds 30 from floating due to the self-compacting concrete S.
  • Step e performing a plurality of straight wall reinforcement cages 100 on the previous floor (second floor F2);
  • the constructor stands at a top end of each of the room molds 30 to fix a plurality of straight wall reinforcement cages 100 of the upper floor and engages with the plurality of straight wall reinforcement cages 100 of the first floor F1, and the plurality of Straight wall reinforcement cage 100 corresponds to each room mold 30 A plurality of longitudinal flow passages 31, wherein it is worth mentioning that the construction personnel perform construction in the working space 110 of the carrier body 11, so that the wind-shielding resistance during the working at height can be weakened by the coated carrier 11 Work efficiency.
  • Step f performing a shrinking operation
  • each of the reduction modules 35 can be controlled to be pressed in the middle direction by manual or electric remote control (as shown in FIGS. 15-18), so that each of the mold bodies 34 is slightly moved.
  • the outer surface of each of the room molds 30 is separated from the slurry S in the longitudinal flow path 31 by the elastic rubber strip 61 or the elastic rubber sleeve 62 (shown in FIG. 11), and the elasticity is utilized.
  • the rubber strip 61 or the elastic rubber sleeve 62 has adhesion only to the room molds 30 made of a steel material, and has no physical property to the self-compacting concrete S, so when each of the mold bodies 34 passes the shrinking mold When the pressing members 351 of the assembly 35 are slightly moved, each of the room molds 30 can be easily separated from the self-compacting concrete S in the longitudinal flow path 31.
  • the driving source 42 of the external wall mold 40 is driven to drive the transmission member 43, the transmission shaft 44 and the moving block 45 to operate synchronously, so that the outer wall panel 47 is retracted from each room mold 30. Wall surface, complete the shrinking operation.
  • Step g perform the mold lifting operation:
  • the height of the room, the room pattern G1 of the finished floor (first floor F1) is formed on the foundation T, and since the hydraulic cylinder 23 has the effect of angular pivoting, the oil pressure is extended in the process of extending the top stay 230
  • the cylinder 23 also synchronously adjusts its corresponding angle to change the angle when the top stay bar 230 is extended upward, and the bottom of each of the room molds 30 suspended by each boom 1111 of each of the support plates 111 and the completion.
  • the floor pattern G1 on the floor has a lateral flow passage 70 at the top.
  • step h a plurality of horizontal steel cages 200 (shown in FIG. 22) and a floor form 201 of the completed floor (first floor F1) and the previous floor (second floor F2) are produced.
  • a plurality of horizontal reinforcing cages 200 are fixed by using the bottom of each of the room molds 30 and the transverse flow passages 70 at the top of the finished floor, and each of the horizontal reinforcing cages 200 and each of the straight wall reinforcing cages 100 Connected to each other.
  • a slab form 201 located below the horizontal rebar cage 200 is constructed.
  • the height is the upper floor (the second floor F2), and a plurality of outer wall molds 40 disposed at the bottom of the concave floor forming device 10 are provided and wrapped around the four sides of each room mold 30 (as shown in the figure). 22)).
  • step c The manner in which the outer wall mold 40 covers each of the room molds 30 is the same as that of step c, and details are not described herein again.
  • Step j the height is the upper floor (the second floor F2), and grouting the longitudinal flow passage 31 through which the room molds 30 pass through each other (as shown in FIG. 23);
  • the self-compacting concrete S not only fills into the longitudinal flow passages 31 of the room molds 30 which are interpenetrated in each other but also covers a plurality of straight wall reinforcement cages 100 on the first floor (the second floor F2), and also The horizontal flow passage 70 flows between the finished floor and the previous floor (second floor F2) and covers the plurality of horizontal steel cages 200.
  • Step k repeat steps e through j until all floors are completed, and Figure 23-25 shows the construction procedure for making the second floor.
  • the height of the concave floor forming device 10 to the upper floor (third floor F3) is raised and the construction work of the second floor F2 is completed, which utilizes the top stay bar 230 of the hydraulic cylinder 23 Supporting each of the towering device 50', and extending the top strut 230 upward while supporting the height of the two towering devices 50 and 50' to the upper floor (third floor F3), Moreover, since the hydraulic cylinder 23 has the function of angular pivoting, the hydraulic cylinder 23 also adjusts its angle synchronously in the process of extending the top stay 230 upward to correspond to the angle of the top stay 230 when extending upward. change.
  • the concave type building formwork group construction method of the present embodiment is constructed in a quick and convenient manner on the foundation T by the concave type floor forming device 10 and the plurality of column device 20 in cooperation with the above construction steps, and has multiple floors. Buildings.
  • the self-compacting concrete S flows into the longitudinal flow passages 31 and the transverse flow passages 70 which are interpenetrated, and simultaneously covers a floor (the second floor F2) a plurality of horizontal wall reinforcement cages 100 and a plurality of horizontal reinforcement cages 200 in the transverse flow passages 70 between the finished floor and the previous floor (second floor F2), thus the concave floor forming apparatus 10
  • the room pattern G2 of the second floor F2 is simultaneously formed into a straight wall surface and a horizontal wall surface (the horizontal wall surface here corresponds to the lower side)
  • the floor is defined as a ceiling, and is defined as a floor corresponding to the upper floor; in other words, the concave floor forming device 10 is supported by the column device 20 with a plurality of towering devices 50
  • the construction method, the floor pattern (G1, G2%) of each floor simultaneously forms straight wall and
  • the intaglio floor forming apparatus 10 of the present application has a considerable weight, its weight is absorbed by the equalizing tower device 50, 50', and no weight falls on the building.
  • the weight of the building is only a floor slab and therefore does not have any impact on the building.
  • the houses constructed by the application method do not need to use modular steel cages, and can achieve a quick construction procedure of one layer a day, and achieve the advantages of cost saving and stability.
  • the present application first establishes a foundation T on a building foundation, and then places a mold assembly on the foundation T, wherein the mold assembly is formed by the aforementioned concave-shaped floor forming device 10 and an outer wall.
  • the mold 40 and the room mold 30 are formed.
  • the room mold 30 contacts the foundation T, so that the mold assembly has only the longitudinal flow path 31, and then the grouting operation is performed to fill the longitudinal flow path 31 with the self-compacting concrete S to establish the first
  • the wall surface of the floor F1 including the compartment wall of the room
  • the room mold 30 is subjected to a shrinking operation, the room mold 30 is separated from the self-compacting concrete S, and then a lifting machine (ie, the above-mentioned column device 20) is used.
  • a lifting machine ie, the above-mentioned column device 20
  • the flow passages 31 are mutually penetrated, and after the grouting operation is performed, the transverse flow passages 70 and the longitudinal flow passages 31 are filled with the self-compacting concrete S, and the wall surface (including the compartment wall of the room) and the floor slab layer can be formed at one time, and then
  • the room mold 30 is subjected to a shrinking operation, and the lift tool is used to perform the lift-up operation, and the mold assembly is raised to the position of the third floor F3, and then the grouting operation is performed, and the wall is again The surface and the floor layer are formed at one time. Repeatedly, the building was built in a very short time. The detailed construction process is detailed as before, please do not repeat it again.
  • the lift machine may also be a crane or other mechanism and manner to lift the mold assembly upward.

Abstract

一种凹字型楼层成型装置的胶条式缩放结构，包括一凹字型楼层成型装置（10）和多个房间模具（30），其中，凹字型楼层成型装置（10）具有一承载体（11），承载体（11）顶端跨设多个支撑板（111），各支撑板（111）朝下方固接多个吊杆（1111），各房间模具（30）相邻彼此间形成多个相互贯通的纵向流道（31），各房间模具（30）顶部与各支撑板（111）的各吊杆（1111）吊设固接；多个弹性胶条（61），弹性胶条（61）埋入各房间模具（30）底侧的沟槽（33）。该结构可达到完全密封的效果。

Description

凹字型楼层成型装置的胶条式缩放结构 技术领域
本发明与建筑施工设备有关，特别是关于一种凹字型楼层成型装置的胶条式缩放结构。
背景技术
目前，建筑行业施工一般采用人工搭建各类脚手架，人工辅装拆装建筑范本，人工现场焊接墙体及立柱内的钢筋，人工搬运范本，往往品质无法保证，劳动强度大、工期慢、成本高、而且存在的安全隐患多。
然而，在当今人力成本逐渐增加的社会，为解决上述问题，提供一种能够提高施工安全可靠性，可大大提高施工速度、保证施工品质，同时还能够降低施工成本的高层建筑快速机械化施工的方法的技术显得尤为重要。
请参阅中国专利申请号201110365607.6，为一种高层建筑快速机械化施工的方法，包括吊装整体提升装置；将散装的吊挂架单元进行整体组装，同时将气动浇注开闭模装置固定安装于整体模具吊挂架的下方；启动所有四丝杆升降装置，顶起整体模具吊挂架；吊装一楼层的墙、梁钢筋笼架；将整体模具吊挂架回落，驱动气动浇注开闭模装置水平合模；浇注混凝土，待混凝土凝固后开模；将整体模具吊挂架向上提升；吊装楼板、阳光叠合部分预制板、预制楼梯和预制飘窗；铺设叠合楼板现浇部分钢筋网及现浇叠合楼板楼面上部混凝土；重复上述步骤，完成所有楼层的建造。
请参阅中国专利申请号201310474132.3及CN201320628039.9，为一种空中造楼机，适用于高层与超高层住宅建筑，其包括主体空间升降平台、外墙装修升降平台、塔吊及控制装置，其中，主体空间升降平台安装有主体模具、混凝土输送装置、混凝土布料机及喷淋装置。当进行建筑时，先布置好混凝土钢筋网， 然后使主体空间升降平台下降，以使主体模具与混凝土钢筋网拼接一起，接着使混凝土输送装置向主体模具输送混凝土，待24h后混凝土凝固成墙体。
请参阅中国专利申请号201320628378，为一种墙体成型模具，悬吊在可上下升降的升降设备上，墙体成型模具包括多个相互连接固定并能随升降设备上升打开而下降合拢的内墙方形浇墙模架及外墙浇墙模架，多个外墙浇墙模架环绕于多个内墙方形浇墙模架并与所述多个内墙方形浇墙模架呈拼接设置，并且所述多个外墙浇墙模架与多个内墙方形浇墙模架覆盖的面积大于或等于所要建筑住宅的面积。当需要成型墙体时，只要控制升降设备将墙体成型模具下降至所要建筑的平面上，之后，便可以往墙体成型模具浇注混凝土；完后，只要控制升降设备将墙体成型模具上升，此时，墙体成型模具的内墙方形浇墙模架和外墙浇墙模架会打开脱离成型好的墙体。
通过上述已知案例，可发现都是希望利用主体模具来提升建造多个楼层的效率，但实际上已知案例皆存在严重缺失，因为要建造每一个楼层时，所述主体模具都必需先升高至少一定的高度，进行喷淋装置喷淋墙体，接着在墙体顶面上布置预制板并布料混凝土，之后再喷淋墙体顶面，接着再将所述主体模具下降至制作楼层；换言之，虽然利用模具配合混凝土射出方式确实可提高建造的速度，但是已知的建造工法并无法一次成型楼层墙面及隔层墙面，因此在建造每一楼层时，利用主体模具成型好所述楼层墙面后，仍必需等待一段时间才能建造隔层墙面使其完整成型一个楼层，换言之建造的楼层愈多，其浪费在等待施工的时间相对增加，因此已知的施工方法在施工效率方面仍有待改良之处。
发明内容
本发明所要解决的技术问题是提供一种凹字型楼层成型装置的胶条式缩放结构，其主要目的是多个弹性胶条，所述各弹性胶条埋入多个房间模具间彼此的沟槽，利用各弹性胶条具有的弹性张力使其完全填充于沟槽内达到完全密封的效果。
为解决上述技术问题，本发明提供一种凹字型楼层成型装置的胶条式缩放结构，包括：一凹字型楼层成型装置，所述凹字型楼层成型装置具有一承载体，所述承载体顶端跨设多个支撑板，所述各支撑板朝下方固接多个吊杆；多个房间模具，所述各房间模具相邻彼此间形成多个相互贯通的纵向流道，且各房间模具顶部与各支撑板的各吊杆吊设固接，其中所述各房间模具为多个独立个体的模体，且所述各模体相邻彼此间形成多个沟槽，以及所述各沟槽通过一缩模组件相互衔接；多个弹性胶条，所述各弹性胶条埋入各沟槽，利用各弹性胶条具有的弹性张力使其完全填充于沟槽内达到完全密封的效果。
通过本申请来建造的房屋，无需使用模组化的钢筋笼，可达到一天建好一层的快速施工程序，更达到节省成本、稳固等优点。
附图说明书
下面结合附图和具体实施方式对本发明作进一步详细的说明:
图1是本发明凹字型楼层成型装置的立体图；
图2是本发明凹字型楼层成型装置的立体剖视图；
图3是本发明房间模具的固定件的立体图；
图4是本发明房间模具的缩模组件的立体图；
图5是本发明外墙模具的立体剖视图；
图6是本发明进塔节装置的立体图；
图7是本发明单一模体式房间模具的立体图；
图8是本发明多模体式房间模具的立体图；
图9是本发明立柱装置的立体图；
图10是本发明的立体图，显示建造第一楼层的状况；
图11是本发明房间模具的剖视图，显示利用弹性胶套密封的状况；
图12是本发明外墙模具的剖视图，显示退模前的状况；
图13是本发明的剖视图，显示灌浆作业完成后的第一楼层；
图14是本发明的另一剖视图，显示灌浆作业完成后的第一楼 层；
图15是本发明第一种房间模具的剖视图，显示缩模作业前的状况；
图16是本发明第一种房间模具的剖视图，显示缩模作业后的状况；
图17是本发明第二种房间模具的剖视图，显示缩模作业前的状况；
图18是本发明第二种房间模具的剖视图，显示缩模作业后的状况；
图19是本发明外墙模具的剖视图，显示退模后的状况；
图20是本发明的剖视图，显示凹字型楼层成型装置升至第二楼层的状况；
图21是本发明的立体图，显示建造第二楼层的状况；
图22是本发明的立体图，显示建造第二楼层的状况；
图23是本发明的剖视图，显示灌浆作业完成后的第二楼层；
图24是本发明的剖视图，显示凹字型楼层成型装置升至第三楼层的状况；
图25是本发明的立体图，显示建造第三楼层的状况。
其中附图标记说明如下：
凹字型楼层成型装置10            直式墙面钢筋笼100
承载体11                        作业空间110
支撑板111                       空隙1110
吊杆1111                        纵向宽度W、W1
立柱装置20                      横式钢筋笼200
楼板模板201                     底座21
枢接部210                       外框架22
容设空间220                     油压缸23
顶撑杆230                       房间模具30
纵向流道31                      固定件32
沟槽33                          模体34
缩模组件35                      迫紧块350
迫紧件351                       外墙模具40
固定部41                        传动源42
传动件43                        转动轴44
移动块45                        滑轮46
外墙板块47                      进塔节装置50、50’
纵向管件51                      横向管件52
抵撑槽孔520                     弹性胶体60
弹性胶条61                      弹性胶套62
横向流道70、70’                第一楼层F1
第二楼层F2                      第三楼层F3
房间格局G1、G2                  地基T
自密实混凝土S
具体实施方式
参图1-图25所示，本发明实施例为一种凹字型楼层成型装置的胶条式缩放结构，其通过一凹字型楼层成型装置10配合多个立柱装置20在一地基T上以快速、便利的方式建构出具有多个楼层的建筑物，其中所述凹字型楼层成型装置10包括：
一具有一作业空间110的承载体11，所述承载体11概呈矩形设计，且承载体11顶端跨设多个支撑板111(可依实际需求以纵向或横向方式跨设)，所述各支撑板111相邻之间具有适当空隙1110并朝下方固接多个吊杆1111，且各支撑板111中央位置的纵向宽度W为最大距离并逐渐往两侧逐渐倾斜，令支撑板111中央位置的纵向宽度W大于两侧的纵向宽度W1。
多个立柱装置20(如图9所示)，所述各立柱装置20包括一具有一枢接部210的底座21、一具有一容设空间220且纵向固设于所述底座21的外框架22、以及一枢接于所述枢接部210且具有角 度枢摆作用的油压缸23，所述油压缸23具有一可伸缩的顶撑杆230，其中所述容设空间220可容置一进塔节装置50(如图6所示)，所述进塔节装置50固接于所述承载体11底部的四个角落，各进塔节装置50由多个纵向管件51构成一纵向长矩形状，所述各纵向管件51在适当位置连结至少一横向管件52，且所述任两横向管件52具有一抵撑槽孔520。
多个房间模具30，所述各房间模具30相邻彼此间形成多个相互贯通的纵向流道31，且所述各房间模具30顶部设置多个固定件32(如图3所示)与各支撑板111的各吊杆1111吊设固接，所述各固定件32可被操作以调整各房间模具30的高度，使房间模具30位于同一水平高度。并且通过各所述支撑板111的中央位置纵向宽度W大于两侧纵向宽度W1，使其当各支撑板111在吊设多个房间模具30时得具有最大应力，避免各支撑板111因多个房间模具30的重量，导致出现变形或断裂的现象；以及在其上铺设遮雨布时，雨水可在两侧排出。
除此，各支撑部111与各房间模具30之间的吊设关系可依实际情况选择以多个支撑板111或是单一支撑板111利用多个吊杆1111吊设至少一房间模具30；换言之各支撑部111与各房间模具30之间的吊设关系并非局限于本发明所述实施方式，而是可依据所述各房间模具30的实际样态，以及各房间模具30彼此间的配设位置而设置相对应的吊设关系。
再者，在本实施中所述各房间模具30可为两种实施态样，其中一种实施态样的房间模具30为单一模体34，所述模体34的侧面及底面剖设多个沟槽33，且所述各沟槽33通过一缩模组件35相互衔接(如图4、图7所示)，另一种实施例态样的房间模具30则为四个独立个体的模体34，且所述各模体34相邻彼此间形成多个沟槽33，以及各沟槽33通过缩模组件35相互衔接(如图4、图8所示)，其中所述缩模组件35由一分别设置在所述各模体34上的迫紧块350，以及一穿设所述迫紧块350的迫紧件351所构成；在一实施例中，提供至少一弹性胶体60，密封住所述房间模具30的沟 槽33，其密封作业可分为两种实施例，其中一个实施例的所述弹性胶体60为不同尺寸的弹性胶条61且其面积大于各房间模具30的沟槽33(如图6、图7所示)，当所述各弹性胶条61埋入各沟槽33时，通过各弹性胶条61具有极佳的弹性张力使其完全填充于沟槽33内达到完全密封的效果。
另一个实施例的所述弹性胶体60为一具有开放空间的一体成型的弹性胶套62(如图11所示)，所述弹性胶套62包覆于各房间模具30的垂直外侧周面，采取此种实施例同样可达到令垂直外侧周面上的沟槽33达到完全密封的效果，而底侧的沟槽33则是利用前述的弹性胶条61密封的。不论是采用弹性胶条61或弹性胶套62其材质都具有极佳伸缩张力，因此在进行密封作业时不仅可确实填充于沟槽33内，更可完全贴覆于各房间模具30的外侧表面，且所述弹性胶体60对房间模具30的沟槽33进行密封作业主要的功能可防止许多杂物进入沟槽33内。
多个外墙模具40(如图5所示)，所述各外墙模具40对应所述承载体11的四个侧面底部设置，其包括一固接于承载体11底部的固定部41(为I字型设计)、一设置于所述固定部41的传动源42(为马达设计)、一与所述传动源42连动的传动件43(为皮带设计)、一与所述传动件43连动的转动轴44(为螺杆设计)、一与所述传动轴44螺接的移动块45、一与所述移动块45连结并与所述固定部41侧面接触而可在固定部41侧面进行前进后退的滑轮46、以及一与所述移动块45底部固接的外墙板块47所组成。
本实施例的凹字型建筑物模板组施工方法，其施工步骤如下：
步骤a，进行第一楼层F1的多个直式墙面钢筋笼100施工作业；
首先施工人员在所述地基T上固设第一楼层F1的多个直式墙面钢筋笼100，且所述各直式墙面钢筋笼100的施工位置对应于各房间模具30的各纵向流道31。
步骤b，架设所述凹字型楼层成型装置10在所述地基T(如图10所示)；
将多个立柱装置20预先架设在所述地基T的适当位置(本实施例列举设置于四个角落位置)，所述凹字型楼层成型装置10底部的各所述进塔节装置50容设于立柱装置20的容设空间220内，并令所述油压缸23的顶撑杆230以些微倾斜角度顶撑于所述进塔节装置50任两侧的抵撑槽孔520内(如图9所示)。
步骤c，提供多个设置在所述凹字型楼层成型装置10底部的外墙模具40并包覆于各房间模具30四个侧面(如图12所示)；
启动所述外墙模具40的传动源42令传动件43、传动轴44及移动块45同步作动，且因连接于所述移动块45的滑轮46接触于固定部41的侧面，而所述固定部41固接于承载体11的底端，因此当传动源42作动时，所述固定部41保持不动仅令移动块45及固接于移动块45底端的外墙板块47往各房间模具30的墙面方向移动，当所述移动块45完成定位后，所述外墙板块47与各所述房间模具30的墙面相邻彼此间形成多个纵向流道31(如图12所示)。
步骤d，对所述各房间模具30相互贯通的纵向流道31进行灌浆作业，(如图13所示)；
提供一自密实混凝土S灌入所述各房间模具30相邻彼此间且相互贯通的纵向流道31内，且所述自密实混凝土S为半液态状会流通于相互贯通的各纵向流道31内，且在灌浆作业时因各房间模具30的沟槽33已利用所述弹性胶条61或弹性胶套62进行密包作业，因此自密实混凝土S不会有流入所述沟槽33内的虞。
进行灌浆作业时，当灌入自密实混凝土S至高度大约十分之一至八分之一时，暂时停止作业一段时间，等待自密实混凝土S稳定后，再续行作业，直至灌满为止，以避免防止各所述房间模具30因自密实混凝土S而浮起。
步骤e，进行上一楼层(第二楼层F2)的多个直式墙面钢筋笼100施工作业；
施工人员站立在各所述房间模具30的顶端固设上一楼层的多个直式墙面钢筋笼100并与第一楼层F1的多个直式墙面钢筋笼100衔接，且所述多个直式墙面钢筋笼100对应于各房间模具30的 多个纵向流道31，其中值得一提的是，施工人员在所述承载体11的作业空间110内进行施工，因此可通过包覆式的承载体11可削弱在高空作业时的风阻，提升作业效率。
步骤f，进行缩模作业；
可以采用手动或电动摇控的方式控制所述各缩模组件35的迫紧件351往中间方向迫紧(如图15-图18所示)，令各所述模体34产生些微移动，再加上各所述房间模具30的外侧表面通过所述弹性胶条61或弹性胶套62(如图11所示)与所述纵向流道31内的浆料S隔离，并利用所述弹性胶条61或弹性胶套62仅对钢性材质制成的各房间模具30有附着力，而对自密实混凝土S无附着力的物理特性，故当各所述模体34通过所述缩模组件35的迫紧件351产生些微移动时，各所述房间模具30即可轻易地与所述纵向流道31内的自密实混凝土S分离。
接续(如图19所示)，启动所述外墙模具40的传动源42驱动传动件43、传动轴44及移动块45同步作动，令所述外墙板块47退离各房间模具30的墙面，完成缩模作业。
步骤g，进行升模作业：
上升所述凹字型楼层成型装置10至上一楼层的高度，并完成第一楼层F1的施工作业，使第一楼层F1成为完工楼层；(如图20、图21所示)其利用所述油压缸23的顶撑杆230顶撑于各所述进塔节装置50的抵撑槽孔520内，并令所述顶撑杆230向上延伸将所述进塔节装置50顶撑至上一楼层的高度，地基T上成型完工楼层(第一楼层F1)的房间格局G1，且因所述油压缸23具有角度枢摆的功效，因此在所述顶撑杆230向上延伸的过程，油压缸23亦会同步调整其对应角度来因应顶撑杆230向上延伸时角度的改变，以及被各所述支撑板111的各吊杆1111所吊设的各所述房间模具30底部与所述完工楼层的房间格局G1顶部具有一横向流道70。
且当所述凹字型楼层成型装置10向上升至上一楼层的高度时，所述立柱装置20的容设空间220内则置入另一个进塔节装置50’，且所述进塔节装置50’与上方的进塔节装置50相互锁接。
步骤h，制作完工楼层(第一楼层F1)与上一楼层(第二楼层F2)的多个横式钢筋笼200(如图22所示)以及楼板模板201。
其利用各所述房间模具30底部与所述完工楼层顶部的横向流道70固设多个横式钢筋笼200，且各所述横式钢筋笼200与各所述直式墙面钢筋笼100相互连结。建造位于横式钢筋笼200下方的楼板模板201。
步骤i，其高度为上一楼层(第二楼层F2)，提供多个设置于所述凹字型楼层成型装置10底部的外墙模具40并包覆于各房间模具30四个侧面(如图22所示)。
其所述外墙模具40包覆各房间模具30的方式与步骤c相同，请容不再赘述。
步骤j，其高度为上一楼层(第二楼层F2)，对所述各房间模具30相互贯通的纵向流道31进行灌浆作业(如图23所示)；
灌浆时所述自密实混凝土S不仅会灌入各房间模具30相互贯通的纵向流道31内且包覆上一楼层(第二楼层F2)的多个直式墙面钢筋笼100，同时亦会流至完工楼层与上一楼层(第二楼层F2)间的横向流道70并包覆所述多个横式钢筋笼200。
步骤k，重复步骤e至步骤j，直到所有楼层完工为止，图23-25显示制作第二楼层的施工程序。
在本实施例中，上升所述凹字型楼层成型装置10至上一楼层(第三楼层F3)的高度并完成第二楼层F2的施工作业，其利用所述油压缸23的顶撑杆230顶撑于各所述进塔节装置50’，并令所述顶撑杆230向上延伸同时顶撑两个所述进塔节装置50及50’至上一楼层(第三楼层F3)的高度，且因所述油压缸23具有角度枢摆的功效，因此在所述顶撑杆230向上延伸的过程所述油压缸23亦会同步调整其角度以因应顶撑杆230向上延伸时角度的改变。
当所述凹字型楼层成型装置10向上升至上一楼层(第三楼层F3)的高度时，所述立柱装置20的容设空间220内则再置入另一个所述进塔节装置50’，而地基T上即成型第二楼层F2的房间格局G2，以及被各所述支撑板111的各吊杆1111所吊设的各所述房间 模具30底部与所述第二楼层F2的顶部具有一横向流道70’。
本实施例的凹字型建筑物模板组施工方法，通过所述凹字型楼层成型装置10及多个立柱装置20配合上述施工步骤在地基T上以快速、便利的方式建构出具有多个楼层的建筑物。
再者，进一步说明本发明的重要技术手段，因为在灌浆中所述自密实混凝土S流通至相互贯通的纵向流道31及横向流道70内，并同时包覆上一楼层(第二楼层F2)的多个直式墙面钢筋笼100及完工楼层与上一楼层(第二楼层F2)间的横向流道70内的多个横式钢筋笼200，因此当所述凹字型楼层成型装置10完成脱模作业再上升至上一楼层(第三楼层F3)时，所述第二楼层F2的房间格局G2一次同步成型直式墙面与横式墙面(此处的横式墙面对应下方楼层而言定义为天花板，而对应上方楼层而言则定义为地板)；换句话说，所述凹字型楼层成型装置10通过所述立柱装置20配合多个进塔节装置50往上顶撑的施工方法，每一楼层的房间格局(G1、G2…)同时成型直式墙面与横式墙面。
此外，虽然本申请的凹字型楼层成型装置10具有相当大重量，但是它的重量均是由所述等进塔节装置50、50’所承受，不会有任何重量落在建筑物上，建筑物所承受的重量仅是楼板模而已，因此不会对建筑物造成任何影响。通过本申请工法来建造的房屋，无需使用模组化的钢筋笼，可达到一天建好一层的快速施工程序，更达到节省成本、稳固等优点。
整体而言，本申请是先在建筑地基上建立好地基T，然后在所述地基T上设置一模具总成，其中所述模具总成是由前述的凹字型楼层成型装置10、外墙模具40以及房间模具30所构成，此时房间模具30接触地基T，使模具总成只具有纵向流道31，接着进行灌浆作业，使纵向流道31中充满自密实混凝土S，以建立第一楼层F1的墙面(包括房间的隔间墙)，接着对房间模具30进行缩模作业，使房间模具30与自密实混凝土S分离，然后利用一扬升机械(即前述的立柱装置20)，进行升模作业，将模具总成向上升起置第二楼层F2的位置，此时房间模具30地下方即可形成横向流道70与纵向 流道31相互贯通，再进行灌浆作业后，使横向流道70与纵向流道31中充满自密实混凝土S，即可将墙面(包括房间的隔间墙)以及楼板层一次成形，接着对房间模具30进行缩模作业，再利用扬升机械(即前述的立柱装置20)，进行升模作业，将所述模具总成向上升第三楼层F3的位置，再进行灌浆作业，又将墙面以及楼板层一次成形。如此反复作业，利用极短的时间将大楼建好。详细施工流程以详述如前，请容不再次赘述。
在此要说明的是，除本发明所揭示的立柱装置20外，扬升机械也可为吊车或其他机械与方式，将模具总成向上吊起。
综上所述，上述各实施例及图式仅为本发明的较佳实施例而已，当不能以之限定本发明实施的范围，即大凡依本发明申请专利范围所作的均等变化与修饰，皆应属本发明专利涵盖的范围内。

Claims (5)

  1. 一种凹字型楼层成型装置的胶条式缩放结构，其特征在于，包括：
    一凹字型楼层成型装置，所述凹字型楼层成型装置具有一承载体，所述承载体顶端跨设多个支撑板，所述各支撑板朝下方固接多个吊杆；
    多个房间模具，所述各房间模具相邻彼此间形成多个相互贯通的纵向流道，且各房间模具顶部与各支撑板的各吊杆吊设固接，其中所述各房间模具为多个独立个体的模体，且所述各模体相邻彼此间形成多个沟槽，以及所述各沟槽通过一缩模组件相互衔接；
    多个弹性胶条，所述各弹性胶条埋入各沟槽，利用各弹性胶条具有的弹性张力使其完全填充于沟槽内达到完全密封的效果。
  2. 根据权利要求1所述的凹字型楼层成型装置的胶条式缩放结构，其特征在于：所述各弹性胶条其面积大于所述沟槽，各弹性胶条埋入各沟槽，利用各弹性胶条具有的弹性张力使其完全填充于沟槽内达到完全密封的效果。
  3. 根据权利要求1所述的凹字型楼层成型装置的胶条式缩放结构，其特征在于：所述各房间模具顶部设有一固定件，所述固定件使各房间模具与各支撑板的各吊杆吊设固接。
  4. 根据权利要求1所述的凹字型楼层成型装置的胶条式缩放结构，其特征在于：所述各支撑板中央位置的纵向宽度最大距离并逐渐往两侧逐渐倾斜，令支撑板中央位置的纵向宽度大于两侧的纵向宽度。
  5. 根据权利要求1所述的凹字型楼层成型装置的胶条式缩放结构，其特征在于：所述缩模组件由一分别设置在各模体上的迫紧块，以及一穿设所述迫紧块的迫紧件构成。
PCT/CN2016/100538 2015-09-30 2016-09-28 凹字型楼层成型装置的胶条式缩放结构 WO2017054725A1 (zh)

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