TW421691B - Wall-upward and slab-downward construction method - Google Patents

Abstract

This wall-upward and slab-downward construction method includes following procedures. (1) Pre-set self-raising wall form unit between two neighboring columns, upon which wall and column are constructed upward one floor after another. (2) Settle U-shape form at beams of each floor, and place several posts underneath the U-forms with counter short posts inside the U-forms to support another post of the upper floor. (3) Leave the working deck of the self-raising form unit after the form is lifted up to the top floor. Then, hang several cables with at least one layer of floor form settled under it to allow the floor constructed downward one floor after another. According to the construction method mentioned, the wall-upward and slab-downward construction is possible with a short schedule and low cost.

Description

4 2 1 6 9 1 (_ 銮 号 8Π06646_ year month date | correction _ V. Description of the invention (1) A "construction method under the wall panel", especially a wall and column that must be constructed layer by layer from bottom to top And beams, and then build the floor slabs from top to bottom, to shorten the construction period and save construction costs. According to the general building building is tied to the foundation first to complete the columns, and the opposite wall formwork is set between the columns. You have to grout between the two wall formwork to form the wall surface; then set up the floor formwork and beam formwork on the columns, and support the column formwork with a plurality of support pillars under the floor formwork and beam formwork, and then proceed Encapsulation. To form a floor, the columns and walls are constructed above the completed floor, so that alternate construction can be completed 'to build the building. However, after the floor of the first floor is completed,' it must wait a considerable time for the concrete to completely solidify. 'Only the walls and columns can be built up, so' the construction and mining day. It takes time and the construction period is quite long, which increases the construction cost. Moreover, when the floor is constructed, it must be installed below the floor formwork. A very large number of support pillars were used to support the floor formwork and grouting ^ = the weight of the condensate. Therefore, 'the floor formwork was more troublesome and inconvenient, and the floor slab on this floor was relatively' Xbear-- ' The floor formwork is dismantled and then moved to the upper floor to build it, so the aftercare work after completion is also very troublesome, which will also prolong the construction period and waste construction costs. Also, when constructing the floor, you must pay attention to the support column load Weight, otherwise after the grouting, the weight of the concrete is quite heavy, and it is easy to accidentally collapse the supporting column because it cannot support the weight of the concrete. In addition, when constructing walls and columns, it is like building a floor formwork. After the first floor is completed, the formwork of the lower floor must be removed and built up, and it can only be built up after the floor is completed.

Page 4 42 1 69 1 Amendment_Case No. 87106M6 V. Description of the invention (2) After inconvenience, the board of the invention must be connected with the pillars, such as the construction period, so a template mechanism pre-mechanism is designed to build the U-shaped mold layer by layer. It is equipped with a plurality of re-supporting upper mechanisms that are moved to and lifted on its hoisting surface formwork, and the board, according to the above and the time of the beam, rebuilds the column in stages, and the floor formwork strength, It can be dismantled by moving downwards. The walls are constructed layer by layer to shorten the experience of the person. The previous section alternates with the cycle to increase the number of types of construction. The installation is shortened. After the top of the beam on the first floor of the pillar, the construction method of multiple steel cables that can be lowered layer by layer can be carried out from top to bottom, and the floor part can be carried out first. The main face of the invention, the columns and the construction period, and know that the construction of the building should take a long time to construct, which is more expensive than mine. Between the construction columns during the construction period, and the columns; there are also a plurality of short branches at the top, and another one is left with a jack-up wall ', and in the steel floor formwork,' the floor wall must be constructed from the bottom to the floor, The column can also save the construction period of the frame. The hemp supporting the column is easy to remove the mold. The purpose and purpose of the beam are to save time when the construction is completed. The method is to use the pillars from each floor, and the pillars and the short pillars; the self-faced formwork mechanism cable is installed below it so that it can be constructed layer by layer from the top to the top, and the beam section can be eliminated. It can be annoying to set up a supporting floor and save support, and the building trip can be repeated to provide a layer by layer. After finishing the first floor, the wall is extended to construct the manual concept of the construction. Finally, a jack-up wall formwork beam crossbeam part is covered with a U-shaped formwork and an upper pillar wall formwork workbench. At least one floor is constructed downward. Floor walls and columns are waiting for the floor slabs to finish, and then the cost of the supporting work of the formwork is divided; there are better supporting formwork used downwards. You have to build the floor from the bottom up,

Page 5 421691 'Case No. 87106646 Amendment Inactive If used, the borrowing details can be exempted and the drawings can be combined on all sides. The column strength uses the following strength to make the 1 support cover with the support weight, which is mentioned above, 280 in the good mold 55 plate 2 is more detailed than the 3 mold column 7 mold machine, it is more accurate in shape Debian Ming wall U short steel building volume can be added one more reason, let alone say, Zuo Zhi Zhi ## 创 创 简 一 —_ 一 —- ο 3) Ming Zhi Ma Benzhi 145672 W hair style No. 5 This square column is a piece of pipe platform | The brace of the column: the column beam, the column and the heart of the plate are made of the crane's back, the horizontal branch of the building, and the empty white rise wall formwork mechanism 2 Η shaped slide 2 1 Η shaped slide 2 2 Intermediate plate 2 1 1 Rack 2 1 2 Rack 2 1 3 Flange 2 1 4 Flange 2 1 r Inverse rack 2 1 5 Positioning mechanism 2 2 Frame 2 2 1 Roller set 2 2 2 Roller 2 2 2 Positioning Block 2 2 3 Hydraulic Cylinder 2 2 4 Lifting Hydraulic Cylinder 2 3 Formwork 2 4 Structural Frame 2 5 Clamp Frame 2 6 Hook End 2 6 1 Stopper 2 6 2 Spring 2 6 3 Block 2 7

Page 6 421691 Case No. 87106646 Amended on May 5, V. Description of the invention (4) The number of Mingzhu wall is exactly the next, there is a tube mold and there is a space between them, 2 sets of a structure on the complex 2 to leave a few hearts In the above-mentioned diagram, ¾ of the 1 structure has two constructions, and 5 of the 2 units of the compound empty building have 5 units, and 5 units of CO are installed, and the next one is located below. No. 1 'pole position is shown next to the mold insert support 5. After installation, the number of 7 is shown below, as shown in Figure 2-1, the inter-layered short column, the upper layer, the upper layer, the layer 22, the figure is U5, the branch 5 top, and the steel is installed one by one. 212, H And three sets of 22 modeling and short columns to the time of the set of four structures, two structures, one, the first pre-configuration configuration, in the support and up 6th to the second rod machine 2 and 3 and 2 machine parts U2 and one Move, the 7 plate is like a plate slide bar, the 1 plate structure plate is at 5, the other 207 cable building 6, the mold is fixed 22, the two machine mold 4 and the column structure 2 cable steel structure plate 6 face Η The two beams of the first slab surface, supporting the high-end machine platform steel, the lower slab of the building slab wall is 2 teeth, and the mold wall is horizontal and short. The 5 and 64 die tooling must be constructed from straight, the middle tooth has a sudden wall from the beam end of the column end plate, 1 can be built two, one of them can be set up step by step on the top floor of the horizontal wall 2 877 down the method at 2, there is a separate reading to borrow from each 1 to the layer of the structure of its tube tube to the side of the system 3 set up the next reference. In several buildings, the mold core steel works on the machine 2 on each side of the machine. If you are going to, then the bottom of the column and the bottom of the board. The side of the board is empty, and the side of the cylinder is opposite. Support 4 on the top of the mold. The building can be described as a constant pressure two-phase first square a, and the stand b is located on the 2nd floor of the C surface of the beam building. C wall machine one, up, as shown in Figure 1, there is a drop of 3, Shi Zhitai, and then lift up less 188, 6 set up 21 1 for the next, etc., from the roll to the 7 board, the first board 2 :) , ¾

I 4 2 16 9 1. '_ Case number 87106646_ year month date_ ^ V. Description of the invention (5) 2 is attached to a frame 2 2 1 on each side of the two roller sets 2 2 2, the '' The roller set 2 2 2 is composed of three rollers 2 2 2 a, which are clamped on three sides against one end of the wing plates 214, 214 of the cymbal slider 2 1, 21 /, and the positioning mechanism 2 2 two. There are three positioning blocks 2 2 3 on each side of the pivot. The positioning block 2 2 3 is driven by a hydraulic cylinder 2 2 4 to make it reciprocate and swing against the rack 2 1 on the cymbal slider 2 1 2, 2 1 3; The two positioning mechanisms 22 and the lifting hydraulic cylinder 23 can be moved in sequence, so that the two cymbal sliders 2 1 and 2 1 can be moved up and down alternately to move the installation in it One of the cymbal sliders 2 1/4 on the template 2. An inverse rack 2 1 5 is provided on the outside of the cymbal slider 2 1 fixed on the column 1, and a c-shaped clamp frame 2 6 is mounted on the cymbal slider 2 1, and the C-shaped clamp frame 2 The end of 6 is provided with a hook end 2 6 1 which has a hook buckle 0 on the wing plate 2 1 4 of the cymbal slider 2 1 and a stopper 2 6 2 at the inner pivot of the cymbal clip frame 2 6. And the stopper 2 6 2 must be pushed up by a spring 2 6 3 to make it abut against the reverse rack 2 1 5, and the c-shaped clamp frame 2 6 must be installed on a pad 2 7 And the pad 2 7 is fixed on the column 1 to obtain the positioning mechanism 2 2 and the lifting hydraulic cylinder 2 3 to push the cymbal slider 2 1 upward, and it is installed on the linear position of the upper column 1 A plurality of 夹 -shaped clamp frames 2 6 can directly push the Η-shaped slider 2 1 to a preset position on the upper layer without removing the ， -shaped slider 2 1, so the removal of the Η-shaped slider 2 1 may be eliminated. It is also necessary to avoid the cymbal slider 2 1 from the beams of the building, and it is convenient to install the cymbal slider 2 1. According to the self-elevating wall formwork mechanism 2 of the above construction method, it is necessary to install stell-shaped sliders 2 1 at the preset positions of two adjacent columns 1 on the first} floor, and two stern-shaped sliders on the outside 2 1 > are connected by a structural frame 2 5 and

Page 8 421691-_Case No. 871Q6646_ Year Month and Day __- V. Description of the Invention (6) * Assemble the template 2 4 on the structural frame 25 to the inner wall surface, as shown in the seventh figure ~, It is necessary to grout between two opposite formwork plates 24 to build the wall surface 3 and the column 1; if the formwork plate 2 4 is to be moved upward, the A and B parts of the positioning mechanism 2 2 located below The positioning block 2 2 3 of the middle part is pushed by the hydraulic cylinder. 2 2 4 pushes against the rack 2 1 2 and 2 1 3 positioned on the cymbal slider 2 1, 2 1 > The positioning block 2 2 3 of the C and D parts of the upper positioning mechanism 2 2 is contracted inward by the hydraulic cylinder 2 2 4 so that the positioning block 2 2 3 does not abut against the cymbal slider 2 1, 2 1 / The racks 2 1 2 and 2 1 3 are retracted, and the lifting hydraulic cylinder 23 is contracted downward to move the positioning mechanism 2 2 above, as shown in the eighth figure; The C part of the positioning mechanism 2 2 pushes the positioning block 2 2 3 against the rack 2 1 2 &2; of the slide bar 2 1 by the hydraulic cylinder 2 2 4 and the A position is positioned below The positioning block of the part B of the mechanism 2 2 is separated from the cymbal slide 2 2 by the hydraulic cylinder 2 2 4 / the rack 2 1 2 2 1 3, at this time, the lifting hydraulic cylinder 2 3 is pushed upwards, and the slide bar 2 1 for mounting the template 2 4 is moved upward, so that the template 2 4 is moved upward without removing the template. 2 4, and move the template 2 4 directly to the top. When the wall position of the layer is pushed to the preset height, the upper and lower positioning mechanisms 2 2 are not against the rack 2 1 2, 2 1 3 The upper positioning blocks 2 2 3 are all pushed outward by the hydraulic cylinder 2 2 4 to position the template 2 4. Furthermore, when the upper wall 3 and the pillar 1 are completed, the template 2 4 and the structural frame 25 for fixing the template 2 4 are fixed on the completed wall 1} 3 and the pillar 1, and then as before The difference is that this time it is pulled up to the inside. The Η-shaped slider 2 1 〃 instead of the outside

Page 9 4 2 16 9 1: '_Case No. 871Q6646_Year Month and Day __ / V. Description of the invention (7)' Η-shaped slider 2 1, so that the Η-shaped slider 2 1 > to Move up, as shown in the tenth figure, as mentioned above, move the cymbal sliders 2 1 and 2 1 up and down to move the formwork 2 4 and the structural frame 2 5 up and down the building wall. 3 and up. Column 1; and when it is constructed layer by layer, the u-shaped mold 5 for constructing the beam 4 is interposed with a plurality of short pillars 5 2 and the u A pillar 5 1 is installed below the form 5 and another pillar 51 below the beam 4 on the previous floor is supported above the short pillar 5 2 so that the beam 4 can be constructed layer by layer along with the wall 3 and the column 1; and the The formwork 24 must be lifted and used repeatedly from the bottom layer, so the construction cost must be saved. And when the wall 3 and the column 1 have been constructed on the roof, the self-elevating wall formwork mechanism 2 has climbed to the top floor, and 6 units 2 0 of the self-elevating wall formwork mechanism 2 must be left, and the other parts are removed. A plurality of steel cables 7 are hoisted on the workbench, and the steel cables 7 are driven by a hoist 2 01, and a floor formwork 8 is installed below the steel rope 7, and the floor formwork 8 is exactly equal to the beam 4 The enclosed rectangular area has to be hoisted to the floor 6 by the hoisting machine 201, so that the floor 6 can be grouted to construct the floor 6; if the floor 6 is to be constructed further down, Then, the floor formwork 8 can be further lowered to the position of the next floor by the hoist 2 01, and the lower floor slab 6 can be constructed by grouting downward; and a plurality of hollow tubes 7 1 are set on the steel cable 7, and the hollow The tube 7 1 is placed on the floor formwork 8 one by one when the floor 6 is constructed, so that the steel cable 7 must pass through the floor 6 to lower the floor form 8 one by one, and the floor 6 can be constructed layer by layer from top to bottom. As shown in the fourth figure. -s In addition, the steel cable 7 may be equipped with floor templates j " slabs 8 of a plurality of preset floors at the same time, and grouting may be performed on the floor template 8 of the first floor at a time.

Page 421691 Case No. 87106646 was amended on the day of the month and the slab is 6th, the floor slab is like 00 Chenglou 丨 the 6th slab segment of the slab structure is divided into slabs and divided into floors. Each floor has been constructed. , Get the layer. The compound 7 is installed and the ditch is installed one by one, and the steel installed in the section is placed in the lower part, and the floor is placed with one floor, one floor, one floor, and one floor, and the floor is placed on the floor. The first floor of the Yangtze building structure with 6 floors and 7 floors was rolled up. 8) The first floor of the steel building is shown as W, and it should be borrowed to the floor of the building. The structure is lowered again. The inside 8 pillars collapsed the floor slabs, and the supporting molds were lowered. 3 The Li Zhishen fell down and the surface supports were suspended and tilted. The floor wall frame 7 was built in this way. The column crane can be supported by the support structure, and the lower plate of the cause 6 is built by this support. Borrowed by the Ministry of Foreign Affairs, the cost of the 8-story building with the external bollard slab-type construction fee will be used to save the 8th-floor mold from the province's board support surface. The floor is larger than the square and the floor can be known for structural reasons. ,,. Building one, built and used in this situation should be used for the same reason as the cause of the situation, so as to avoid the need to support the weight, one to build a special section of the law to save money The Ministry of Construction, Yiming Fangming reviewed the construction of the entire industrial development and development to build to be required to prepare a layer of equipment, and then the different layers of the next layer must be followed by the next step, the board has been down immediately; The results of Shang Gongcheng's move will be revealed by the finished board force and the model maker, and the provincial government will send the completed sections of the Mingcheng section to the completion floor in order to complete the period. While Bender applied for the construction workers, those who can show the best will report to the required workers in accordance with the simple method, no longer be superior and compliant, short, and more. Therefore, 爰 4 does not fit on this shrink board. The beam is made by the molder to become a comprehensive building, and the 6 due to the construction is dismantled. 42 1 69 1 Case No. 87106646 Note (9) The grant of patent is really a prayer.

liB 4 2 1691 1 _Case No. 87106646_ Years and Months Revision _ Brief Description of the Drawings The first diagram is a self-elevating wall formwork mechanism of the present invention, which is arranged between two pre-established columns to construct the columns and the wall from the bottom to the top. Schematic diagram (a) The second diagram is a schematic diagram of the self-elevating wall formwork mechanism of the present invention, which is arranged between two pre-established columns, from the bottom to the top to construct the column and the wall (two) The third diagram is the self-elevating wall of the present invention Schematic diagram of the formwork mechanism set up between the two pre-established columns from the bottom to the top to construct the columns and the wall (3) The fourth diagram is a schematic diagram of the floor slab constructed from the top of the present invention The fifth diagram is the self-rising wall formwork of the present invention Sectional view of the mechanism provided on the upright post. The sixth view is a top view of the self-elevating wall formwork mechanism of the present invention. The seventh view is an upper view of the self-elevating wall formwork mechanism of the present invention. The upward movement example of the self-elevating wall formwork mechanism of the present invention (1) The ninth picture is the upward movement example of the self-elevating wall formwork mechanism of the present invention (2) The tenth diagram is the operation of the present invention Jack-up wall formwork mechanism Example of upward movement (3) Figure 11 is another schematic diagram of the present invention constructing a floor from top to bottom (1) Figure 12 is another schematic diagram of the present invention constructing a floor from top to bottom

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Claims (1)

421691 1 Amendment ____. Case broken 8710664R VI. Patent application scope 1. A "construction method under the wall panel" includes: (a) presetting a self-elevating wall formwork mechanism (2) to two adjacent ones The stand (1 'and two f-workbenches (20)' are installed between a plurality of jacking wall formwork mechanisms (2) ', so that the wall surface can be constructed layer by layer by the jacking wall formwork mechanism (2). (3) and uprights (1); (b) A mouth-shaped mold (5) is also installed on the beam (4) on each floor, a plurality of pillars (51) are installed below the ^, and the u-shaped mold ( 5) A plurality of short pillars (52) opposite to the top of the pillar (51) are interposed, and the short pillars (52) are exactly equal to the height from the bottom of the beam (4) to the floor (6) surface, and (52) The other pillar (51) below the beam (4) on the previous floor must be supported above; (c) After the self-elevating wall formwork mechanism (2) is moved to the top layer, the workbench (2) of the self-elevating wall formwork mechanism (2) must be left, and a plurality of workbenches (20) are installed on the workbench (20). A hoist (2101), a steel cable (7) is hoisted thereon, and at least one floor formwork (8) is installed below the steel cable (7), and a plurality of hollow tubes are set on the steel cable (7) (7 丨), the hollow pipe (7 丨) is placed on the floor formwork (8) layer by layer when the floor slab (6) is constructed, so that the steel cable (7) must pass through the floor slab (6) to be lowered one by one. Floor formwork (8), and floor slabs (6) must be constructed from top to bottom. 2. According to the "Construction method under the wall panel" described in item 1 of the scope of the patent application, 'The steel cable (7) may be installed with floor templates (8) of a plurality of preset floors at the same time.' The floor formwork (8) on the first floor is grouted to construct the floor slab (6) layer by layer. 3. "Construction method under wall panel" as described in item 1 of the scope of patent application Page 14 421 69 1 Case No. 87106646 Amendment VI. Scope of patent application, in which the steel cable (7) is installed with multiple floor formwork plates (8) at equal intervals, and the floor formwork on the first floor ( 8) Grouting to form the floor slab (6), and then lowering the steel cable (7) by the hoist (201), lowering each floor formwork (8) to the position of the floor (6) on the next floor. The floor (6) is constructed on the next floor of the floor (6), and the floor (6) is constructed layer by layer. 4. The "construction method under the wall plate" as described in item 1 of the scope of patent application, wherein the self-elevating wall formwork mechanism (2) is attached to two upright cymbal slide bars (21), (21 ') Are provided with two positioning mechanisms (22), and a lifting hydraulic cylinder (2 3) is installed between the two positioning mechanisms (2 2), wherein the Η-shaped slide bar (2 1), (2 Γ A rack (2 1 2) is provided on each side of the middle plate (2 1 1), and a rack (2 1 3) is provided on the opposite side of the cymbal slider (2 1), (2 Γ). ), And the positioning mechanism (2 2) is attached to two sides of a frame body (2 21) with two roller sets (222), and the roller set (2 2 2) is composed of three rollers (2 2 2a) ), It is clamped on three sides against the ends of the wings (214), (2 1 4 ') of the cymbal slider (21), (2Γ), and three pivots are provided on each side of the positioning mechanism (2 2). Positioning block (2 2 3), the positioning block (2 2 3) is driven by a hydraulic cylinder (2 2 4) to make it reciprocate to swing against the rack on the cymbal slider (2 1) (2 1 2), (2 1 3); It is necessary to use two positioning mechanisms (22) and a lifting hydraulic cylinder (23) according to Action, so that the two cymbal sliders (21), (2Γ) have to be moved up and down alternately to lift the template (2 4) mounted on one of the cymbal sliders (2 Γ); An inverse rack (2 1 5) is provided on the outside of the cymbal slider (2 1) on the column (1), and a [type clamp frame (2 6) is installed on the cymbal slider (2 1), The end of the c-shaped cool frame (26) is provided with a hook end (261) inward, which has to be hooked on the wing plate (214) of the Η-shaped slide bar (21), and the 匚 -shaped clamp frame (26). A stop at the inner pivot Page 15 421691 1 _Case No. 87106646_Year_Month__ Six. Apply for a patent garden (2 6 2), and the stopper (2 6 2) has to be ejected by a spring (2 6 3), so that It abuts on the reverse rack (2 1 5), and the C-shaped cool frame (2 6) must be installed on a pad (27), and the pad (27) is fixed on the upright (1) , The positioning slide mechanism (22) and the lifting hydraulic cylinder (23) must be used to push the cymbal slider (21) upward, and a plurality of C-shaped clamp frames (2) are installed on the linear position of the upper column (1). 6), and the cymbal slider (2 1) can be directly pushed up to the preset position on the upper floor without disassembling the cymbal slider (2 1), so the removal of the cymbal slider (2 1) is eliminated It is also necessary to avoid the cymbal slider (21) from the beams of the building, so that the cymbal slider (21) can be easily installed. Page 16