CN109113338B - Tool type die carrier for integrally pouring top of constructional column - Google Patents
Tool type die carrier for integrally pouring top of constructional column Download PDFInfo
- Publication number
- CN109113338B CN109113338B CN201811066237.4A CN201811066237A CN109113338B CN 109113338 B CN109113338 B CN 109113338B CN 201811066237 A CN201811066237 A CN 201811066237A CN 109113338 B CN109113338 B CN 109113338B
- Authority
- CN
- China
- Prior art keywords
- angle steel
- constructional column
- welded
- screw
- steel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 115
- 239000010959 steel Substances 0.000 claims abstract description 115
- 239000002023 wood Substances 0.000 claims abstract description 19
- 239000003292 glue Substances 0.000 claims abstract description 16
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 9
- 238000009415 formwork Methods 0.000 claims abstract description 8
- 238000005266 casting Methods 0.000 claims description 4
- 239000004567 concrete Substances 0.000 abstract description 32
- 238000010276 construction Methods 0.000 abstract description 18
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 239000000463 material Substances 0.000 description 11
- 238000000034 method Methods 0.000 description 9
- 230000007306 turnover Effects 0.000 description 7
- 230000007547 defect Effects 0.000 description 5
- 238000009434 installation Methods 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 238000004140 cleaning Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000007599 discharging Methods 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
- E04G13/028—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor for columns' capital
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/002—Workplatforms, railings; Arrangements for pouring concrete, attached to the form
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a tool type die carrier for integrally pouring the top of a constructional column, which comprises an adjustable support frame, wherein a pouring hopper is arranged above the adjustable support frame, a closing-in baffle is arranged in the pouring hopper, and the closing-in baffle is connected with a pushing device; the adjustable support frame is fixed on the templates at two sides of the constructional column through opposite-pull screws; a side plate and a hopper bottom plate are combined to form a filling hopper; a closing-in baffle is formed by a wood glue template, stiffening ribs, a top shaft and a screw; the pushing device is composed of a wire-passing screw rod, a lengthened screw cap and a steel bar handle. The invention has the beneficial effects that: the top concrete is compacted by the pushing device, and closing-in and closing-out of the top concrete are realized by the closing-in baffle plate and the matched reinforcing device. The formwork can be quickly and integrally disassembled after the constructional column is concreted, and the formwork can be immediately recycled, so that the formwork is simple in integral structure, high in construction efficiency, convenient to disassemble and assemble and low in construction cost, and the construction quality of the one-time integral pouring of the constructional column is fundamentally ensured.
Description
Technical Field
The invention relates to the technical field of constructional engineering, in particular to a tool type formwork for integrally pouring the top of a constructional column.
Background
In order to improve the earthquake-resistant function of a building structure, the standard requirement is that reinforced concrete constructional columns are arranged in building masonry and are connected with ring beams to bear transverse loads, so that the integrity and stability of the masonry structure are enhanced. The constructional column is arranged at the corner of the outer wall, the junction of the longitudinal wall and the transverse wall, the two sides of the larger hole and the like, the minimum section size is 240mm multiplied by 180mm, the vertical steel bars are conventionally 4 phi 12, and the stirrup spacing is not more than 250mm. In the frame structure, constructional columns are arranged at corners of the wall body, junctions of different wall thicknesses, middle parts exceeding 5m of wall length, larger openings and unconstrained wall ends and are connected with the wall body and the frame beam plates, so that the longitudinal rigidity of the masonry is increased, the wall body is prevented from cracking, the bearing capacity and the stability of the masonry structure are improved, and the section size is not increased.
When the secondary structure of the frame main body is constructed, the top closing-up of the constructional column is difficult to be poured in place at one time because the constructional column is vertically hinged with the frame beam plate, and at present, three methods are conventionally adopted for the construction of the on-site constructional column:
1. the construction column template is provided with a concrete pouring opening at the bottom of the beam slab, the construction column is poured to the position 200mm below the beam slab, and after the concrete reaches a certain strength, the opening position is filled with dry and hard concrete for the second time. The method is difficult to ensure that concrete is poured compactly, the integrity and stability of the constructional column are damaged, the bearing capacity of the structure is affected, and quality defects are formed; the labor cost for secondary pouring is high, and a scaffold needs to be built again; the internal and external quality of the secondary filling column top concrete cannot reach the quality standard.
2. The template at the top of the constructional column is additionally provided with a dustpan-shaped inclined funnel protruding out of the wall, concrete can be poured to the top at one time, and redundant triangular concrete at the funnel is removed after the template is removed. Although the method can ensure the one-time pouring of the constructional column, the template has relatively complex structure and requires increased installation labor cost and material cost; chiseling the protruded concrete requires setting up a scaffold again, and the labor consumption is large; the loss of concrete materials is increased, and the appearance quality is poor after the top of the column is chiseled, so that the quality requirement can not be met.
3. With the continuous improvement of many innovative processes, various mechanical devices aiming at integrally forming constructional columns are continuously developed, and the mechanical sealing of column top templates is realized by adopting tools such as turnover baffles, partition boards, slide ways and the like, so that the integral pouring effect is promoted. Although the technical scheme is basically feasible, the defects of complex construction principle, turnover after removing the mould, large one-time investment and the like exist, the turnover cannot be realized immediately after the constructional column is poured, the occupied period of a mould system is long, the investment cost is high, and the batch construction of the constructional column is not facilitated.
Disclosure of Invention
Aiming at the problems in the related art, the invention provides a tool type die carrier for integrally pouring the top of a constructional column, which solves the defects of poor quality, high loss and labor and material consumption of the traditional process for constructing the constructional column; the method overcomes the defects of complex process principle, large one-time investment and incapability of quick turnover of various mechanical devices at present, adopts a tool type die carrier which can be disassembled for turnover after quick installation and pouring, fundamentally ensures the whole construction quality and work efficiency of the constructional column, can be used for construction of constructional columns with various designed sections, simplifies the construction process, saves a large amount of die materials and installation and disassembly work cost, and reduces the construction cost.
In order to achieve the technical purpose, the technical scheme of the invention is as follows:
the utility model provides a tool type die carrier that constructional column top was whole to be pour, includes adjustable support frame, the adjustable support frame top is equipped with the filling hopper, be equipped with the binding off baffle in the filling hopper, the binding off baffle is connected with the ejector;
the adjustable support frame comprises two angle steels I which are arranged in parallel relatively, two ends of each angle steel I are respectively welded with an angle steel II and an angle steel III, the angle steel II is inclined downwards by a certain angle relative to the angle steel I, the angle steel III is perpendicular to the angle steel I and is arranged downwards, the lower end of the angle steel II is welded with a vertical downward angle steel IV, elliptical bolt holes are formed in the angle steel III and the angle steel IV, the angle steel I is welded with a channel steel near one end of the angle steel II, the center of the vertical face of the channel steel is provided with a notch I, the middle position of the top of the channel steel is welded with an extension nut, and steel bar supports are welded between two sides of the channel steel and the angle steel I;
the pouring hopper comprises two side plates and a hopper bottom plate, wherein the hopper bottom plate is paved on two angle steels I, the two side plates are transversely provided with a notch II, a screw rod I is welded at a position close to the bottoms of the two side plates respectively, each screw rod I is inserted into the notch I, the side plates are fastened with the channel steel through bolt connection, and a screw rod II penetrates through the upper corners of the two side plates;
the closing-in baffle comprises a wood glue template positioned between two side plates, a stiffening rib is transversely fixed on the wood glue template, a top shaft is welded at the center of the stiffening rib, two sides of the stiffening rib are respectively welded with a screw rod III, and the screw rods III are inserted into the notch II;
the pushing device comprises a wire passing screw rod, one end of the wire passing screw rod penetrates out of the lengthened screw cap and is connected with the top shaft, and the other end of the wire passing screw rod is welded with a reinforcing bar handle.
Further, the specification of angle steel I, angle steel II and angle steel IV is L50 x 5mm, and the specification of angle steel III is L50 x 80 x 5mm.
Further, the channel steel is No. 8 channel steel.
Further, a screw rod I is welded at a position 40mm close to the bottoms of the two side plates respectively.
Further, the screw rod II is fixedly connected with the side plate through an inner nut and an outer nut.
Further, the screw I and the screw III are M10 screws, and the screw II is an M12 screw.
Further, the lengthened screw cap is a m16l=40mm lengthened screw cap, and the harness cord screw is an M16 harness cord screw.
Further, the stiffening ribs adopt angle steel with the thickness of 40 x 4 mm.
Further, the steel bar support comprises a vertical support and an inclined support welded by phi 12 steel bars.
The invention has the beneficial effects that: the top concrete is compacted by the pushing device, and closing-in and closing-out of the top concrete are realized by the closing-in baffle plate and the matched reinforcing device. And after the constructional column concrete is poured, the formwork can be quickly and integrally disassembled, and the formwork can be immediately recycled. The construction method has the advantages of simple structure, convenient manufacture, strong universality, simplicity and rapidness in installation and disassembly, high turnover rate, stability, reliability and the like, and fundamentally ensures the construction quality of one-time integral pouring of the constructional column. The defect that other various mechanical devices need concrete to be removed together with the templates after reaching a certain strength is overcome, a large amount of die manufacturing materials and mounting and dismounting labor cost are saved, the construction cost is reduced, the working efficiency is improved, the energy is saved, the environment is protected, and the popularization value is good.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings that are needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a schematic structural view of a tool-type formwork for integrally casting a top of a constructional column according to an embodiment of the invention;
FIG. 2 is a view in the A-A direction of FIG. 1;
FIG. 3 is a schematic view of the structure of an adjustable support frame according to the present invention;
FIG. 4 is a B-B view of FIG. 3;
fig. 5 is a schematic view of a structure of an adjustable support frame and a keel according to an embodiment of the invention;
FIG. 6 is a block diagram illustrating the mounting relationship of the adjustable support frame and the pouring hopper in accordance with the present invention;
FIG. 7 is a C-C view of FIG. 6;
FIG. 8 is a schematic view of a closing-in baffle according to an embodiment of the present invention;
FIG. 9 is a diagram of the mounting relationship of a constructional column to side forms and keels according to an embodiment of the invention;
fig. 10 is a schematic structural view of a constructional column according to an embodiment of the present invention.
In the figure:
1. an adjustable support; 11. angle steel I; 12. angle steel II; 13. angle III; 14. angle steel IV; 141. oval bolt holes; 15. channel steel; 151. notch I; 16. lengthening the nut; 17. supporting the steel bar; 2. filling a hopper; 21. a side plate; 211. notch II; 22. a hopper bottom plate; 23. a screw I; 24. a bolt; 25. a screw II; 3. closing up a baffle; 31. a wood glue template; 32. stiffening ribs; 33. a top shaft; 34. a screw III; 4. a pusher; 41. a harness cord screw; 42. a reinforcing bar handle; 5. a chute; 6. a keel; 7. lacing wires; 8. a side mold; 9. a filling port; 10. and (5) constructing a column.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which are derived by a person skilled in the art based on the embodiments of the invention, fall within the scope of protection of the invention.
As shown in fig. 1-2, a tool type die carrier for integrally pouring the top of a constructional column 10 comprises an adjustable support frame 1, wherein a pouring hopper 2 is arranged above the adjustable support frame 1, a closing-in baffle 3 is arranged in the pouring hopper 2, and the closing-in baffle 3 is connected with a pushing device 4;
as shown in fig. 3-4, the adjustable support frame 1 comprises two angle steels i 11 which are relatively arranged in parallel, wherein the horizontal length of the angle steels i 11 is 385mm, two ends of each angle steel i 11 are respectively welded with an angle steel ii 12 and an angle steel iii 13, the angle steel ii 12 is inclined downwards by a certain angle relative to the angle steel i 11, the angle steel iii 13 is vertical to the angle steel i 11 and is arranged downwards, the lower end of the angle steel ii 12 is welded with a vertical downward angle steel iv 14, the specifications of the angle steels i 11, ii 12 and iv 14 are L50 x 5mm, and the specification of the angle steel iii 13 is L50 x 80 x 5mm; elliptical bolt holes 141 are formed in the angle steel III 13 and the angle steel IV 14, and the size of the openings is 14 mm; the steel angle I11 is welded with a channel steel 15 at one end close to the steel angle II 12, and the channel steel 15 is 8# channel steel; a notch I151 is formed in the center of the vertical face of the channel steel 15, the width of the notch I is 12mm, and the length of each side is 87.5mm; an elongated nut 16 is welded in the middle of the top of the channel steel 15, the nut is 40mm long, and the opposite sides are 26mm; a steel bar support 17 is welded between the two sides of the channel steel 15 and the angle steel I11, and the steel bar support 17 comprises a vertical support and an inclined support which are welded by phi 12 steel bars; the joint between the angle steel I11, the angle steel II 12, the angle steel III 13 and the channel steel is continuously welded, and the height of a welding line is 5mm;
as shown in fig. 6-7, the pouring hopper 2 comprises two side plates 21 and a hopper bottom plate 22, wherein the side plates 21 are steel plates with the thickness of 200 x 250mm and the thickness of 3 mm; the hopper bottom plate 22 is paved on two angle steels I11, two side plates 21 are transversely provided with a notch II 211, the width of the notch is 12mm, the length of the notch is 170mm, and the center distance of the notch is 109mm from the top edge; a screw rod I23 is welded at a position 40mm close to the bottoms of the two side plates 21, each screw rod I23 is inserted into a notch I151, the distance between the side plates 21 is adjusted to be the same as the width of the constructional column 10 through the notch I151, the side plates 21 and the channel steel 15 are connected and fastened through bolts 24, the upper corners of the two side plates 21 are pre-drilled, the aperture is 14mm, and the top distance is controlled by inserting a screw rod II 25 through an inner double nut and an outer double nut; intercepting wood glue template leftover materials with the length of 320mm, wherein the width is equal to the width of a constructional column 10, 1 angle steel with the length of 200mm and the length of 30 x 3mm is fixed on the side edge, and the angle steel is hung on a screw II 25 at the upper part of a side plate 21 to be used as a chute 5 during concrete pouring;
as shown in fig. 8, the closing-in baffle 3 includes a wood glue template 31 between two side plates 21, the height is 200mm, and the width is equal to the width of the constructional column 10; a stiffening rib 32 made of 40 x 4mm angle steel is transversely fixed on the wood glue template 31, a top shaft 33 is welded at the center of the stiffening rib 32, a screw III 34 is welded at two sides of the stiffening rib 32, the screw III 34 is inserted into the notch II 211, the length of the screw III 34 is 100mm, the inner side and the outer side of the side plate 21 respectively clamp and control the position of the stiffening rib 32 through M10 nuts and reserve sliding gaps, a sliding rail device is formed, and the wood glue template 31 moves forwards under the action of the pushing device 4;
the pushing device 4 comprises a wire passing screw 41, one end of the wire passing screw 41 penetrates out of the lengthened screw cap 16 and is connected with the top shaft 33, and the other end of the wire passing screw 41 is welded with a reinforcing bar handle 42 with a phi 14 reinforcing bar as a reinforcing bar.
The screw I23 and the screw III 34 are M10 screws, and the screw II 25 is an M12 screw.
The elongated nut 16 is a m16l=40 mm elongated nut 16, and the through-wire screw 41 is an M16 through-wire screw.
For the convenience of further understanding of the above technical solution, a detailed description will be given of specific use procedures:
(1) Mounting constructional column 10 side mould 8: as shown in fig. 9, when the tool type die carrier is used on site, the two side dies 8 of the constructional column 10 are firstly installed, the side dies 8 are made of 15mm thick wood glue plates, the width is 500mm, three 50 x 70mm square woods are used as vertical keels 6, double steel pipes and M12 lacing wires 7 are used for reinforcement, and the vertical spacing is 600mm. One side of the template is sealed to Liang Bande, the top surface of the other side of the template 8 is 200mm below the top of the column to serve as a concrete pouring opening 9, square wood keels 6 on two sides of the pouring opening 9 extend to the bottom of the beam slab, and the middle square wood keels 6 are 30mm below the pouring opening 9;
(2) Installing an adjustable support frame 1 and a filling hopper 2: as shown in fig. 5, an adjustable support 1 and a pouring hopper 2 are installed at a pouring opening 9 at the top of a side die 8, and the adjustable support 1 is fixed on the side die 8 of a constructional column 10 by a split screw. The angle steel IV 14 at the lower part of the adjustable support frame 1 penetrates into two opposite-pulling screws at two sides of the side die 8, the angle steel III 13 penetrates into one opposite-pulling screw penetrating through the middle keel 6, and a double-layer screw cap is used for respectively fastening a side die 8 reinforcing system and a die frame fixing system to form a stable triangular bracket supporting system. Hopper bottom plate 22 tiling is on angle steel I11 and with constructional column 10 side form 8 butt, inserts hopper curb plate 21 and adjusts the interval and be the same with constructional column 10 width, and curb plate 21 front end top is connected in wall body constructional column 10 opening both sides to utilize angle steel fixture to temporarily fix, curb plate 21 rear end utilizes M10 bolt 24 to be connected with No. 8 channel-section steel 15 fastening. The upper corner of the side plate 21 is inserted into a M12 screw II 25, and the inside and outside double nuts are screwed to control the top interval of the side plate 21. The chute 5 (intercepting wood glue template leftover materials with the length of 320mm, the width of the wood glue template leftover materials is equal to the width of the constructional column 10, 1 piece of 30 x 3mm angle steel with the length of 200mm is fixed on the side edge of the wood glue template leftover materials, the wood glue template leftover materials are hung on a screw II 25 at the upper part of a side plate 21 to serve as the chute 5 during concrete pouring), and the angle steel fixed on the side edge of the wood glue template leftover materials is hung on a screw II 25 at the upper corner of the side plate 21, so that the adjustable support frame 1 and a pouring hopper 2 are installed;
(3) And (3) concreting the constructional column 10: the temperature of the concrete in the mould should not be lower than 5 ℃ and should not be higher than 35 ℃. When the daily average air temperature reaches more than 30 ℃, adopting cooling measures according to the high-temperature construction requirement, and when the daily average air temperature is lower than 5 ℃ for 5 days, adopting winter construction measures. And (5) prohibiting pouring concrete in rainy days. Before pouring the concrete of the constructional column 10, a field quality inspector performs quality inspection on the condition of binding the reinforcing steel bars and installing the templates, and after meeting the design and specification requirements, the concrete can be poured after the concrete is qualified. And discharging concrete through the chute 5, discharging the chute 5 when pouring 200mm below the column top, inserting the closing-in baffle plate 3 and 150mm away from the wall body, and penetrating through the reserved notch of the hopper side plate 21 by using an M10 bolt and a screw III 34 to link the sliding rail device. The top of the column was filled with residual concrete and slightly surplus in the hopper, and the concrete filling amount was estimated according to the following table (concrete compaction factor was considered according to 1.1):
concrete filling amount estimation table
(4) Pushing and closing: and (3) filling enough concrete on the top of the constructional column 10 and in the pouring hopper 2 according to the calculated height, starting the ejector 4, enabling the M16 wire screw 41 to pass through the M16 lengthened screw cap 16 and to be inserted into the DN20 steel tube top shaft 33 at the rear part of the closing-up baffle 3, rotating the steel bar handle 42 at the rear part of the ejector 4, enabling the M16 wire screw 41 to push the closing-up baffle 3 to move forward along the sliding rail, extruding the concrete in the pouring hopper 2 into the constructional column 10, and manually knocking the side die 8 to compact the concrete. When the closing-in baffle plate 3 is pushed to be flush with the side die 8 of the constructional column 10, the back surface of the baffle plate passes through an M10 combined bolt of the sliding rail to be screwed and stretched, and is propped and fixed on square wood keels 6 on two sides, so that the closing-in baffle plate 3 is fixed;
(5) The tool type die carrier can be disassembled after concrete is poured, fixing nuts on angle steel III 13 and angle steel IV 14 of the support frame are unscrewed, gaps are reserved by utilizing oval bolt holes 141 on the angle steel, the die carrier is gently pried, the die carrier is separated from the closing-in baffle by utilizing a slide rail notch II 211 on a side plate 21 of the hopper, the die carrier can be integrally disassembled, rapid turnover utilization is realized, and a constructional column 10 after pouring is completed is shown in FIG 10;
(6) And cleaning for standby, namely immediately cleaning surface mortar after the tool type die carrier is disassembled, continuously installing and using, replacing the die plate component in time when damage occurs, and storing at a dry place for later construction.
The foregoing description of the preferred embodiments of the invention is not intended to be limiting, but rather is intended to cover all modifications, equivalents, alternatives, and improvements that fall within the spirit and scope of the invention.
Claims (7)
1. The tool type die carrier for integrally pouring the top of the constructional column is characterized by comprising an adjustable support frame (1), wherein a pouring hopper (2) is arranged above the adjustable support frame (1), a closing-in baffle (3) is arranged in the pouring hopper (2), and the closing-in baffle (3) is connected with a pushing device (4);
the adjustable support frame (1) comprises two angle steels I (11) which are oppositely arranged in parallel, two ends of each angle steel I (11) are respectively welded with an angle steel II (12) and an angle steel III (13), each angle steel II (12) is inclined downwards by a certain angle relative to the angle steel I (11), each angle steel III (13) is perpendicular to the angle steel I (11) and downwards arranged, a vertical downwards angle steel IV (14) is welded at the lower end of each angle steel II (12), oval bolt holes (141) are formed in each angle steel III (13) and each angle steel IV (14), a channel steel (15) is welded at one end close to each angle steel II (12) of each angle steel I (11), a notch I (151) is formed in the center of the vertical face of each channel steel (15), an extension nut (16) is welded at the middle position of the top of each channel steel (15), and a steel support (17) is welded between two sides of each channel steel (15) and each angle steel I (11);
the pouring hopper (2) comprises two side plates (21) and a hopper bottom plate (22), wherein the hopper bottom plate (22) is paved on two angle steels I (11), two side plates (21) are transversely provided with a notch II (211), a screw rod I (23) is welded at the bottom position close to the two side plates (21) respectively, each screw rod I (23) is inserted into the notch I (151), the side plates (21) are connected and fastened with the channel steel (15) through bolts (24), and a screw rod II (25) penetrates through the upper corners of the two side plates (21);
the closing-in baffle (3) comprises a wood glue template (31) positioned between two side plates (21), a stiffening rib (32) is transversely fixed on the wood glue template (31), a top shaft (33) is welded at the center of the stiffening rib (32), a screw rod III (34) is welded at two sides of the stiffening rib (32), and the screw rod III (34) is inserted into the notch II (211);
the pushing device (4) comprises a wire passing screw rod (41), one end of the wire passing screw rod (41) penetrates out of the lengthened screw cap (16) and is connected with the top shaft (33), and the other end of the wire passing screw rod (41) is welded with a reinforcing bar handle (42);
a screw rod I (23) is welded at a position 40mm close to the bottoms of the two side plates (21), and the screw rod II (25) is fixedly connected with the side plates (21) through an inner nut and an outer nut.
2. The tool type die carrier for integrally casting tops of constructional columns according to claim 1, wherein the specifications of angle steel i (11), angle steel ii (12) and angle steel iv (14) are L50 x 5mm, and the specification of angle steel iii (13) is L50 x 80 x 5mm.
3. A tool type formwork for integrally casting a constructional column top according to claim 1, wherein the channel (15) is a channel number 8.
4. The tool type die carrier for integrally casting the top of the constructional column according to claim 1, wherein the screw I (23) and the screw III (34) are M10 screws, and the screw II (25) is an M12 screw.
5. A constructional column top integrally cast tool form according to claim 1, wherein the extension nut (16) is a m16l=40 mm extension nut (16), and the through-screw (41) is an M16 through-screw.
6. A constructional column top integrally cast tooling form according to claim 1, wherein the stiffening ribs (32) are formed from 40 x 4mm angle steel.
7. A constructional column top integrally cast tool form according to claim 1, wherein the rebar support (17) comprises a vertical support welded with Φ12 rebar and a diagonal support.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811066237.4A CN109113338B (en) | 2018-09-13 | 2018-09-13 | Tool type die carrier for integrally pouring top of constructional column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811066237.4A CN109113338B (en) | 2018-09-13 | 2018-09-13 | Tool type die carrier for integrally pouring top of constructional column |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109113338A CN109113338A (en) | 2019-01-01 |
| CN109113338B true CN109113338B (en) | 2024-03-19 |
Family
ID=64859287
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811066237.4A Active CN109113338B (en) | 2018-09-13 | 2018-09-13 | Tool type die carrier for integrally pouring top of constructional column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109113338B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111550045B (en) * | 2020-06-16 | 2021-12-28 | 中冶天工集团有限公司 | Secondary grouting steel formwork for embedded steel column foot plate and construction method thereof |
| CN114033168A (en) * | 2021-10-20 | 2022-02-11 | 上海市基础工程集团有限公司 | Reusable material filling port device suitable for constructional column pouring |
Citations (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB600185A (en) * | 1943-02-08 | 1948-04-02 | James Isidor Wolfsohn | Improvements in or relating to reinforced concrete building construction |
| EP0295939A2 (en) * | 1987-06-18 | 1988-12-21 | Parma Oy | Concrete framework system and method and apparatus for farbrication of system-compatible columns |
| CN203129606U (en) * | 2013-03-20 | 2013-08-14 | 广州市恒域建筑工程有限公司 | Masonry infill wall constructional column concrete pouring device |
| CN103498555A (en) * | 2013-10-15 | 2014-01-08 | 中国建筑第二工程局有限公司 | Adjustable large-area floor steel channel formwork system and construction method thereof |
| CN103643798A (en) * | 2013-12-09 | 2014-03-19 | 广州市第一建筑工程有限公司 | Pouring device used for constructional column top and large- section beam column closed opening |
| CN203487779U (en) * | 2013-09-30 | 2014-03-19 | 中建三局建设工程股份有限公司 | Tool type stock mould for masonry constructional column concrete pouring |
| CN204252532U (en) * | 2014-11-05 | 2015-04-08 | 安徽水利开发股份有限公司 | Can make that concrete is disposable completely builds shaping constructional column template |
| CN204299187U (en) * | 2014-12-15 | 2015-04-29 | 中建七局建筑装饰工程有限公司 | A kind of detachable concrete casting device |
| CN204552085U (en) * | 2015-02-16 | 2015-08-12 | 中国建筑第六工程局有限公司 | Formwork concreting structure in constructional column top at the bottom of a kind of Vierendeel girder |
| CN205400043U (en) * | 2016-03-04 | 2016-07-27 | 中国建筑第五工程局有限公司 | Constructional column is funnel combination tool for concreting |
| CN205976531U (en) * | 2016-08-13 | 2017-02-22 | 中交第一公路工程局有限公司 | Novel convenient machine of pouring of constructional column concrete |
| CN106481082A (en) * | 2016-11-17 | 2017-03-08 | 云南省建设投资控股集团有限公司 | A kind of improvement casting method of constructional column |
| CN106760503A (en) * | 2016-11-22 | 2017-05-31 | 江苏大学 | A kind of constructional column based on standard knot combination is poured uses template |
| CN206873929U (en) * | 2017-06-07 | 2018-01-12 | 广西建工集团第二安装建设有限公司 | Combined live tears bucket mould open at the top of a kind of constructional column |
| CN209163447U (en) * | 2018-09-13 | 2019-07-26 | 中铁十六局集团城市建设发展有限公司 | A kind of tool-type mould bases of constructional column top one-piece casting |
-
2018
- 2018-09-13 CN CN201811066237.4A patent/CN109113338B/en active Active
Patent Citations (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB600185A (en) * | 1943-02-08 | 1948-04-02 | James Isidor Wolfsohn | Improvements in or relating to reinforced concrete building construction |
| EP0295939A2 (en) * | 1987-06-18 | 1988-12-21 | Parma Oy | Concrete framework system and method and apparatus for farbrication of system-compatible columns |
| CN203129606U (en) * | 2013-03-20 | 2013-08-14 | 广州市恒域建筑工程有限公司 | Masonry infill wall constructional column concrete pouring device |
| CN203487779U (en) * | 2013-09-30 | 2014-03-19 | 中建三局建设工程股份有限公司 | Tool type stock mould for masonry constructional column concrete pouring |
| CN103498555A (en) * | 2013-10-15 | 2014-01-08 | 中国建筑第二工程局有限公司 | Adjustable large-area floor steel channel formwork system and construction method thereof |
| CN103643798A (en) * | 2013-12-09 | 2014-03-19 | 广州市第一建筑工程有限公司 | Pouring device used for constructional column top and large- section beam column closed opening |
| CN204252532U (en) * | 2014-11-05 | 2015-04-08 | 安徽水利开发股份有限公司 | Can make that concrete is disposable completely builds shaping constructional column template |
| CN204299187U (en) * | 2014-12-15 | 2015-04-29 | 中建七局建筑装饰工程有限公司 | A kind of detachable concrete casting device |
| CN204552085U (en) * | 2015-02-16 | 2015-08-12 | 中国建筑第六工程局有限公司 | Formwork concreting structure in constructional column top at the bottom of a kind of Vierendeel girder |
| CN205400043U (en) * | 2016-03-04 | 2016-07-27 | 中国建筑第五工程局有限公司 | Constructional column is funnel combination tool for concreting |
| CN205976531U (en) * | 2016-08-13 | 2017-02-22 | 中交第一公路工程局有限公司 | Novel convenient machine of pouring of constructional column concrete |
| CN106481082A (en) * | 2016-11-17 | 2017-03-08 | 云南省建设投资控股集团有限公司 | A kind of improvement casting method of constructional column |
| CN106760503A (en) * | 2016-11-22 | 2017-05-31 | 江苏大学 | A kind of constructional column based on standard knot combination is poured uses template |
| CN206873929U (en) * | 2017-06-07 | 2018-01-12 | 广西建工集团第二安装建设有限公司 | Combined live tears bucket mould open at the top of a kind of constructional column |
| CN209163447U (en) * | 2018-09-13 | 2019-07-26 | 中铁十六局集团城市建设发展有限公司 | A kind of tool-type mould bases of constructional column top one-piece casting |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109113338A (en) | 2019-01-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109113338B (en) | Tool type die carrier for integrally pouring top of constructional column | |
| CN104196055A (en) | Construction method for frameworks on lower portion of basement exterior wall | |
| CN114658219B (en) | Construction method for single-side assembled formwork support | |
| CN109024987B (en) | Post-pouring construction method for toilet shear wall | |
| CN111075111A (en) | Stand module and assembled cage structure building of assembled building | |
| CN202644976U (en) | Slope roof double-side formwork support structure | |
| CN111188268A (en) | Super-large cast-in-situ gravity type anchorage and construction method | |
| CN207959949U (en) | A kind of unwrapping wire hole closure quick template supporting bracing means | |
| CN207761334U (en) | A kind of adjustable late poured band support device | |
| CN209163447U (en) | A kind of tool-type mould bases of constructional column top one-piece casting | |
| CN210289118U (en) | Tower concrete structure sharp roof template system | |
| CN210858002U (en) | Adjustable arc beam shaping formwork structure | |
| CN111155758A (en) | Tool type super-gradient inclined roof construction template and construction method | |
| CN108729456B (en) | Integrative concrete slope protection pouring mold and pouring construction method thereof | |
| CN216586226U (en) | Large-scale concrete drainage box culvert roof suspension type template support | |
| CN215254565U (en) | Supporting structure of double-layer fair-faced concrete arc-shaped roof formwork | |
| CN215368705U (en) | Floor post-cast strip pouring mold structure | |
| CN211473383U (en) | Independent supporting formwork device for post-cast strip of beam slab | |
| CN114319631A (en) | Cast-in-place heat preservation integrated construction method for filler wall | |
| CN114215345A (en) | Construction method for independent support bracket template of post-cast strip of top plate of reservoir | |
| CN209741686U (en) | draft tube box culvert board founds mould device | |
| CN203531380U (en) | Size-adjustable formwork system with local supports arranged bellow beam and no support arranged below plate | |
| CN208702143U (en) | A kind of dual-purpose tool typified form of a mould for industrializing Shear Wall Residential | |
| CN217782857U (en) | Combined template device for one-step forming of bay window and window board | |
| CN204728698U (en) | The closed formwork structure of a kind of concrete suspension bridging piece |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |