CN102182302A - Building construction all-steel mold plate and manufacturing and assembling method thereof - Google Patents
Building construction all-steel mold plate and manufacturing and assembling method thereof Download PDFInfo
- Publication number
- CN102182302A CN102182302A CN 201110092577 CN201110092577A CN102182302A CN 102182302 A CN102182302 A CN 102182302A CN 201110092577 CN201110092577 CN 201110092577 CN 201110092577 A CN201110092577 A CN 201110092577A CN 102182302 A CN102182302 A CN 102182302A
- Authority
- CN
- China
- Prior art keywords
- steel
- plate
- rectangular tube
- framework
- dull
- 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.)
- Granted
Links
Images
Abstract
The invention relates to a building construction all-steel mold plate, which belongs to the field of building construction. The building construction all-steel mold plate comprises two major parts, namely a mold plate and auxiliary accessories, wherein the mold plate comprises a flat plate, an external corner, an internal corner, a special-shaped plate and a stunt head; the auxiliary accessories comprise a double-back arris, a double-back arris hook, an oblique back arris, an oblique back arris hook, a wall-penetrating bolt, a hook head bolt, a fastening bolt, a fastener, an operation platform frame, an oblique support, a mold plate hanging hook and a door hole mold right angle; and the building construction all-steel mold plate is characterized in that the flat plate is formed by welding a planar plate with a framework, the framework is formed by assembly welding of rectangular steel pipes, the planar plate is surrounded by the framework, a plurality of horizontal and vertical reinforcing ribs are arranged on one side of the planar plate, the reinforcing ribs are the rectangular steel pipes, and connecting holes are arranged on the framework and the reinforcing ribs. Joint seams are tight, the assembly and the disassembly are flexible, the transportation is convenient, the whole hoisting can be realized by a tower hoist, and bulk assembly and bulk disassembly can also be performed. The torsional deformation due to loading can be avoided, when the mold plates are combined for use, the concrete leakage phenomenon at the junctions can be avoided.
Description
Technical field
The invention belongs to the realm of building construction, be specifically related to building operations all steel template and making thereof, assemble method.
Background technology
The patent No. is to disclose " a kind of building form " in 200610037677.8, comprises flat die plate, it is characterized in that: connect by the quick connector of bolt-type between the adjacent flat template of the left and right sides, adorn bracing frame on the flat die plate, adorn construction bracket on the flat die plate.
The patent No. is to disclose a kind of " internal corner plastic formwork for building " in 200810232801.5, each one of template becomes one with plastic material, the work plane of panel is inner corner trim, be provided with horizontal bar and perpendicular muscle, angle muscle at the back side of panel, be provided with frame around the panel, frame is made up of upper side frame, lower frame, vertical frame, and upper side frame is parallel with lower frame.
Two kinds of above-mentioned construction formworks are in construction, and because of the stand under load torsional deformation, when form assembly was used, the junction can produce the spillage phenomenon.
Summary of the invention
It is stronger that the present invention aims to provide bearing capacity, and when form assembly was used, the junction can not produce the building operations all steel template of spillage phenomenon and making thereof, assemble method.
Building operations all steel template is made up of template and auxilliary accessory two large divisions, wherein template comprises flat board, external corner, inner corner trim, sketch plate, bulkhead, auxilliary accessory comprises two back cords, two back cord hooks, oblique back cord, oblique back cord hook, through-wall bolt, gib headed bolt, fastening bolt, fastener, operating platform frame, bearing diagonal, the template suspension hook, door opening mould right angle, it is characterized in that flat board is welded by surface plate and framework, framework adopts the rectangular steel pipe assembly welding to form, surface plate is surrounded by framework, one side of surface plate is provided with some levels and vertical reinforcing rib, reinforcing rib is a rectangular steel pipe, is equipped with connecting hole on framework and the reinforcing rib.
External corner is L-shaped by the framework welding of little steel plate of big steel plate in plane and plane and periphery, is equipped with some reinforcing ribs on the little steel plate of big steel plate in plane and plane, and framework is provided with some connecting holes;
Inner corner trim is made up of two block plates, ten gussets, two band steels and a suspension hook, promptly two block plates are orthogonal, ten gussets evenly distribute, article two, band steel is vertical with two block plates, ten gussets respectively, and band steel is provided with some connecting holes, and connecting hole is used for being connected with dull and stereotyped, the top welded suspending hook of inner corner trim, suspension hook is V-shaped by bar bending, and the both ends of V-arrangement reinforcing bar extend to horizontal ends, and the bottom of V-arrangement reinforcing bar is an arc.
Sketch plate is made of L shaped the framework of big plain plate and little plain plate and periphery, be equipped with reinforcing rib on big plain plate and the little plain plate, and framework is provided with some connecting holes;
Bulkhead is to be welded with some reinforcing ribs on the side of plain plate, is welded with framework around the plain plate, and plain plate is provided with some connecting holes.
Two back cords are to be welded to form by two rectangular tubes and three block plates, and promptly three block plates are equidistant between two rectangular tubes, and wherein the two ends of rectangular tube respectively are provided with one, and the middle part of rectangular tube is provided with one, and gap therebetween is used to wear two back cord hooks.Its usage is: two back cord hooks hook flat board, stretch out from the intermediate space of back cord, pass two back cord hooks with pin plate, pound solid.Effect is the local strength that strengthens template splicing place.
The V-arrangement of circle of position arc bottom two back cord hooks are by bar bending, the two ends of reinforcing bar are crotch, another root reinforcing bar level is connected on the V-arrangement reinforcing bar.
Tiltedly back cord is the steel part that cross section takes the shape of the letter U, and tiltedly the middle part of back cord is provided with the Long Circle hole.
Tiltedly the back cord hook is that the round steel of crotch is formed by a radicle, and round steel is provided with screw thread.
One end of through-wall bolt is provided with screw thread, and the other end is provided with the Long Circle hole.
Operating platform frame is made up of four steel pipes, wherein there are two steel pipes vertically to weld, there is a steel pipe to be provided with two hooks in these two steel pipes, the end of another root steel pipe is provided with the U-shaped Connection Card, the 3rd steel pipe is greater than 90 degree angle welding with the steel pipe with hook, the 4th steel pipe and the 3rd steel pipe welding and be provided with vertical welding of steel pipe of U-shaped Connection Card with the end, the end of the 3rd steel pipe is provided with the U-shaped Connection Card.
The U-shaped Connection Card is welded into U-shaped by three block plates, and wherein two steel plates that parallel are provided with the hole.
Described bearing diagonal is linked together by the part that is articulated and connected by the rectangular tube of two different lengths, one end of two rectangular tubes all welds the U-shaped Connection Card, wherein short rectangular tube one end of horizontal direction is equipped with the sleeve pipe with internal thread, casing pipe sleeve has on the externally threaded pillar, short rectangular tube is provided with hinged seat, and long rectangular tube and hinged seat are articulated and connected.
After bearing diagonal installs, can adjust the verticality of template by adjustable fixing.
Described frame, reinforcing rib are rectangular tube.
The assemble method of building operations all steel template is, external corner links to each other with dull and stereotyped, promptly forms the connection status of flat board-external corner-flat board, and flat board links to each other with inner corner trim or sketch plate, form the connection status of flat board-inner corner trim or sketch plate-flat board, bulkhead links to each other by bolt with flat board by the bolt hole on its panel, forms an airtight space, and two back cords are installed on the reinforcing rib at dull and stereotyped back, two back cord hooks hook flat board, stretch out from the intermediate space of two back cords, pass two back cord hooks, pound solid with pin plate.
Promptly can placing of concrete after through-wall bolt and two back cords are installed, the metope adjacent with external corner is exactly wall face, the metope adjacent with inner corner trim is exactly interior metope, suspension hook is welded on the inner corner trim top, for lifting is used, dull and stereotyped, the rectangular tube at the top of external corner and sketch plate all is provided with hole for hoist, the U-shaped Connection Card is installed by hole for hoist, every flat board is equipped with two cover template suspension hooks, supporting 6 nuts of template suspension hook, and every double-screw bolt is provided with three nuts, one side of the not load-bearing of dull and stereotyped frame is provided with a nut, the load-bearing side of dull and stereotyped frame is provided with two nuts, and six bolts on every cover template suspension hook are firmly fixing dull and stereotyped upper side frame, uses during as lifting.
Parallel and the light face of two flat boards is erect relatively, some through-wall bolts are with two dull and stereotyped connections, distance between two flat boards is the thickness of body of wall, the outside of two flat boards is supported by bearing diagonal, two terminations of bearing diagonal are connected by bolt with the reinforcing rib of flat board, the support column of bearing diagonal is supported on ground, and operating platform frame is installed in the dull and stereotyped outside, the top of bearing diagonal, and operating platform frame passes through bolt with the reinforcing rib of flat board.
The preparation method of building operations all steel template comprises internal model making, blanking, welding, the smoothing operation, dull and stereotyped, external corner and sketch plate all are made up of steel plate and rectangular tube, steel plate is by the plate shearing machine blanking, rectangular tube is by band sawing machine or disk saw blanking, rectangular tube is divided into flat mouthful rectangular tube and 45 ° of angle rectangular tubes again, flat mouthful rectangular tube is by the band sawing machine blanking, 45 ° of angle rectangular tubes are by the disk saw blanking, the rectangular tube blanking is holed with bench drill after finishing, guarantee the location dimension in hole by the mold of special making, it is characterized in that at first the steel plate peace putting rectangular tube according to the drawing dimension line then according to the splicing of drawing requirement size, when putting, follows by rectangular tube in the outer earlier back, earlier grow the principle of afterwards lacking, promptly put dull and stereotyped outside framework earlier, put inner each bar rectangular tube then, when the inner rectangular pipe is put according to putting long rectangular tube earlier, after put short rectangular tube, each component is put and is finished, first spot welding is fixed after the size confirmation, after the locator card setting is finished, welding at last.
Seam of the present invention is tight, and mounting or dismounting are flexible, and convenient in carrying can tower crane whole lift, and also can in bulk, diffusingly tear open.Can be because of the stand under load torsional deformation, when form assembly was used, the junction can not produce the spillage phenomenon.
Description of drawings:
Fig. 1 is a package assembly schematic diagram of the present invention.
Fig. 2 is the front view of middle plateform of the present invention.
Fig. 3 is the vertical view of Fig. 2.
Fig. 4 is the left view of Fig. 2.
Fig. 5 is the front view of external corner among the present invention.
Fig. 6 is the vertical view of Fig. 5.
Fig. 7 is the left view of Fig. 5.
Fig. 8 is the front view of sketch plate among the present invention.
Fig. 9 is the vertical view of Fig. 8.
Figure 10 is the left view of Fig. 8.
Figure 11 is the front view of bulkhead among the present invention.
Figure 12 is the vertical view of Figure 11.
Figure 13 is the left view of Figure 11.
Figure 14 is the front view of oblique back cord among the present invention.
Figure 15 is the vertical view of Figure 14.
Figure 16 is the left view of Figure 14.
Figure 17 is the front view of through-wall bolt 4 among the present invention.
Figure 18 is the vertical view of Figure 17.
Figure 19 is the front view of template suspension hook among the present invention.
Figure 20 is the front view of two back cord hooks among the present invention.
Figure 21 is the vertical view of Figure 20.
Figure 22 is the front view of two back cords among the present invention.
Figure 23 is the left view of Figure 22.
Figure 24 is the structure chart of oblique back cord hook among the present invention.
Figure 25 is the front view of inner corner trim among the present invention.
Figure 26 is the vertical view (amplification) of Figure 25.
Figure 27 is the structure chart of operation bearing diagonal among the present invention.
Figure 28 is the front view of operating platform frame among the present invention.
Figure 29 is the structure chart of suspension hook among the present invention.
Figure 30 is the structure chart at door opening mould right angle among the present invention.
Figure 31 is the enlarged drawing of the left apparent direction of an angle of 90 degrees steel part 61 in Figure 30 in the door opening mould right angle.
Figure 32 is the enlarged drawing of the left apparent direction of an angle of 90 degrees steel part 64 in Figure 30 in the door opening mould right angle.
Among the figure, 1, flat board, 2, dull and stereotyped, 3, paralell, 4, through-wall bolt, 5,6, bearing diagonal, 7,8, support column, 9, the floor, 10, reinforcing rib, 11, the hole, 12, external corner, 13, connecting hole, 14, reinforcing rib, 15, big steel plate, 16, little steel plate, 17, oblique back cord, 18, the hole, 19, screw thread, 20, the hole, 21, the hole, 22, screw thread, 23,24, rectangular tube, 25,26,27, steel plate, 28, reinforcing bar, 29, screw thread, 30, pad, 31, nut, 32, suspension hook, 33,34, steel plate, 35, the hole, 36, gusset, 37,38, band steel, 39,40, connecting hole, 41, the U-shaped Connection Card, 42, bolt hole, 43, steel pipe, 44, pin, 45, hinged seat, 46, pillar, 47, sleeve pipe, 48, steel pipe, 49, the U-shaped connector, 50, bolt hole, 51, round steel pipe, 52,53, angle steel, 54, round steel pipe, 55, the U-shaped Connection Card, 56, bolt hole, 57,58, round steel pipe, 59, the U-shaped Connection Card, 60, bolt hole, 61, the an angle of 90 degrees steel part, 62, the part that is articulated and connected, 63, threaded rod, 64, the an angle of 90 degrees steel part, 65, junction plate, 66, nut, 67, the hole.
The specific embodiment:
Embodiment: shown in Figure 1, dull and stereotyped 1,2 panel adopts the thick hot rolled steel plate of 6mm, back side of panel is welded with plurality of strengthening ribs, reinforcing rib adopts rectangular tube, two flat boards 1,2 parallel and light faces are erect relatively, some through-wall bolts 4 are with two flat boards 1,2 connect, two flat boards 1, distance between 2 is the thickness of body of wall, two flat boards 1,2 the outside is by bearing diagonal 5,6 support, bearing diagonal 5, two terminations of 6 are connected by bolt with the reinforcing rib of flat board, bearing diagonal 5,6 support column 7,8 are supported on ground, and operating platform frame 3 is installed in dull and stereotyped 2 the outside, the top of bearing diagonal 5, operating platform frame 3 passes through bolt with the reinforcing rib of flat board 2.
External corner links to each other with dull and stereotyped, promptly form the connection status of flat board-external corner-flat board, flat board links to each other with inner corner trim or sketch plate, forms the connection status of flat board-inner corner trim or sketch plate-flat board, and bulkhead links to each other by bolt with flat board by the bolt hole on its panel, form an airtight space, two back cords are installed on the reinforcing rib at dull and stereotyped back, and two back cord hooks hook flat board, stretch out from the intermediate space of two back cords, pass two back cord hooks with pin plate, pound solid.
Promptly can placing of concrete after through-wall bolt and two back cords are installed, the metope adjacent with external corner is exactly wall face, the metope adjacent with inner corner trim is exactly interior metope, suspension hook is welded on the inner corner trim top, for lifting is used, dull and stereotyped, the rectangular tube at the top of external corner and sketch plate all is provided with hole for hoist, the U-shaped Connection Card is installed by hole for hoist, every flat board is equipped with two cover template suspension hooks, supporting 6 nuts of template suspension hook, and every double-screw bolt is provided with three nuts, one side of the not load-bearing of dull and stereotyped frame is provided with a nut, the load-bearing side of dull and stereotyped frame is provided with two nuts, and six bolts on every cover template suspension hook are firmly fixing dull and stereotyped upper side frame, uses during as lifting.
Parallel and the light face of two flat boards is erect relatively, some through-wall bolts are with two dull and stereotyped connections, distance between two flat boards is the thickness of body of wall, the outside of two flat boards is supported by bearing diagonal, two terminations of bearing diagonal are connected by bolt with the reinforcing rib of flat board, the support column of bearing diagonal is supported on ground, and operating platform frame is installed in the dull and stereotyped outside, the top of bearing diagonal, and operating platform frame passes through bolt with the reinforcing rib of flat board.
Fig. 2, Fig. 3, shown in Figure 4, dull and stereotyped 1,2 are welded by surface plate and framework, framework adopts the rectangular steel pipe assembly welding to form, surface plate is surrounded by framework, surface plate is provided with some levels and vertical reinforcing rib 10, two parallel frames of framework are provided with some connecting holes, and reinforcing rib 10 is provided with connecting hole 11.
Fig. 5, Fig. 6, shown in Figure 7, external corner is L-shaped by the framework welding of little steel plate 16 of big steel plate 15 in plane and plane and periphery, is equipped with some reinforcing ribs 14 on the little steel plate 16 of big steel plate 15 in plane and plane, is equipped with some connecting holes 13 on reinforcing rib 14 and the framework;
Fig. 8, Fig. 9, shown in Figure 10, sketch plate is made of L shaped the framework of big plain plate and little plain plate and periphery, be equipped with reinforcing rib on big plain plate and the little plain plate, is equipped with some connecting holes on reinforcing rib and the framework.
Figure 11, Figure 12, shown in Figure 13, bulkhead are welded with some reinforcing ribs on the panel of plain plate, are welded with framework around the plain plate, and framework and reinforcing rib are rectangular tube, and plain plate is provided with some connecting holes.
Figure 14, Figure 15, shown in Figure 16, the steel part that oblique back cord 17 takes the shape of the letter U for cross section, tiltedly the middle part of back cord is provided with Long Circle hole 18.
Figure 17, shown in Figure 180, an end of through-wall bolt is provided with screw thread 19, and the other end is provided with two Long Circle Long Circle holes 20,21.
Shown in Figure 19, the template suspension hook is taken the shape of the letter U by bar bending, and vertically reinforcing bar is provided with screw thread 22.
The V-arrangement of circle of position arc bottom Figure 20, shown in Figure 21, two back cord hooks are by bar bending, the two ends of reinforcing bar are crotch, another root reinforcing bar horizontal welding is connected on the V-arrangement reinforcing bar.
Figure 22, shown in Figure 23, two back cords are welded to form by 23,24 and three little steel plates 25,26,27 of two rectangular tubes.Be that little steel plate is positioned in the middle of two rectangular tubes, between two rectangular tubes 23,24, be the gap between three steel plates.Its usage is: two back cord hooks hook flat board, stretch out from the centre of two back cords, pass two back cord hooks with pin plate, pound solid.Effect is the local strength that strengthens template splicing place.
Shown in Figure 24, tiltedly the back cord hook claims gib headed bolt again, and it is that the reinforcing bar 28 of crotch is formed by a radicle, and reinforcing bar 28 is provided with screw thread 29, and pad 30 and nut 31 are arranged on the screw thread 29.
Figure 25, shown in Figure 26, inner corner trim is made up of 33,34, ten gussets of two block plates 36, two 37,38 and suspension hooks 32 of band steel, two block plates 33,34 are orthogonal, ten gussets 36 evenly distribute and are welded on two block plates 33,34, two band steels 37,38 respectively with the 36 vertical and welding of 33,34, ten gussets of two block plates.The band steel upper punch has some connecting holes 39,40, link to each other with large form, gusset 36 is provided with hole 35, suspension hook 32 is welded on the top of two block plates 33,34, shown in Figure 29, suspension hook 32 is V-shaped by bar bending, and the both ends of V-arrangement reinforcing bar extend to horizontal ends, the bottom of V-arrangement reinforcing bar is an arc, and suspension hook 32 and two block plates, 33,34 welding loopings also claim suspension ring.
Shown in Figure 27, bearing diagonal is linked together by the part that is articulated and connected by the rectangular tube 43,48 of two different lengths, wherein the rectangular tube 48(of horizontal direction is shorter) an end sleeve pipe 47 is installed, sleeve pipe 47 is enclosed within on the pillar 46, pillar 46 can be regulated height, the other end of short rectangular tube 48 is welded with U-shaped Connection Card 49, and U-shaped Connection Card 49 is provided with bolt hole 50, and bolt hole 50 is connected with the bottom installing hole of template by bolt.The one end welding U-shaped Connection Card 41 of longer rectangular tube 43, U-shaped Connection Card 41 is provided with bolt hole 42, and bolt hole 42 links to each other with the installing hole on template top, and the other end is provided with pin-and-hole, be connected hinged seat 45 and rectangular tube 48 welding by pin 44 with the hinged seat 45 on the rectangular tube 48 of lacking.After bearing diagonal installs, can adjust the verticality of template by adjustable fixing.
Shown in Figure 28, operating platform frame is welded to form by four round steel pipe 51,54,57,58, wherein there are two steel pipes 54,51 vertically to weld, two angle steel 52,53 of welding on the steel pipe 51 are arranged in these two steel pipes, the end of another root steel pipe 54 is provided with U-shaped Connection Card 55, the 3rd steel pipe 58 is greater than 90 degree angle welding with the steel pipe 51 with angle steel, the 4th steel pipe 57 and 58 welding of the 3rd steel pipe and with steel pipe 54 vertical welding, the end of the 3rd steel pipe 58 is provided with U-shaped Connection Card 59, is equipped with bolt hole 56,60 on the U-shaped Connection Card 55,59.
Figure 30, Figure 31, shown in Figure 32, door opening mould right angle is connected to form by bolt by two an angle of 90 degrees steel parts 61,64, wherein an angle of 90 degrees steel part 61 becomes 90 degree welding by two block plates, the middle part of its joint angle is provided with the part that is articulated and connected, the screw rod 63 that is articulated and connected on the part is articulated and connected, an angle of 90 degrees steel part 64 becomes 90 degree by two block plates and is connected together with another block plate inclined weld, and screw rod 63 passes an angle of 90 degrees steel part 64, is connected with nut 66.
The U-shaped Connection Card is welded into U-shaped by three block plates, and wherein two steel plates that parallel are provided with bolt hole and also can claim pin-and-hole, if connect with bolt, is bolt hole, if connect with pin, is pin-and-hole.
The processing and fabricating of each template of the present invention and auxilliary accessory is as follows:
1. Ping Ban preparation method: dull and stereotypedly on its working platform, assemble, this working platform is risen by the shaped steel pad, lays the 30mm steel plate above the shaped steel, and dull and stereotyped assembling sequence is to lay steel plate earlier, when the width of dull and stereotyped plate face during greater than steel plate width, with the splicing of polylith steel plate; Put rectangular tube according to the drawing dimension line then, when putting, follows by rectangular tube in the outer earlier back, grow earlier the principle of afterwards lacking, promptly put dull and stereotyped outside framework earlier, put inner each bar rectangular tube then, when the inner rectangular pipe is put according to putting long rectangular tube earlier, after put short rectangular tube, each component is put and is finished, and first spot welding is fixed after the size confirmation, and locator card (can effectively reduce welding deformation) setting can be welded after finishing;
2. the preparation method of external corner, sketch plate: external corner, the two shape of sketch plate are similar, can shared same frock platform, this frock platform profile such as same 90 ° of right angles, about one meter above ground level of horizontal direction, horizontal direction and vertical direction are all laid the 30mm steel plate, horizontal direction and vertical direction all are provided with locator card, and assemble method is with dull and stereotyped.
3. the preparation method of inner corner trim: inner corner trim all is made up of steel plate and band steel.The frock platform also as same 90 ° of right angles, lay on ground, as the working platform of flat board by horizontal direction.Lay steel plate during assembling earlier, put gusset then, lay band steel at last.Gusset and band steel all are that the edge point solid welding is put calmly in the limit, and putting finishes welds afterwards.The inner corner trim suspension hook welds at last.
4. the preparation method of bulkhead: bulkhead all is made up of steel plate and band steel, utilizes dull and stereotyped frock platform assembling.Lay steel plate during assembling earlier, put band steel then, putting order also is in the outer earlier back, grows afterwards earlier and lacks, and it is fixed that the edge point solid welding is put on the limit.Put to finish and weld afterwards.
5. the preparation method of two back cords: back cord is made up of two rectangular tubes and three rectangle steel plates.Rectangular tube band sawing machine blanking, sheet steel is sheared by plate shearing machine.Three sheet steel are placed in the middle of two rectangular tubes during assembling, and two occupy two ends, and one placed in the middle, is welded then.
6. the preparation method of two back cord hooks: two back cord hooks are that the round steel clod wash on special mould by Φ 14 forms.To the round steel blanking, each bends little crotch of one 80 ° at two ends earlier to add man-hour earlier, and two little crotches are in the same plane of same direction.Circular arc in the middle of bending then.
7. the preparation method of through-wall bolt: through-wall bolt is that the round steel by Φ 27 is made, and earlier the round steel blanking, shank of bolt is processed tapering with lathe.At thin two elongated slotted holes of end processing.The center to center distance in 155mm(hole at interval between two slotted holes), center line is vertical mutually.Be T27 * 5 screw threads of 200mm then in other end processing length.
8. the preparation method of operating platform frame: operating platform frame is made up of steel pipe and U-shaped connector (being bent by steel plate).Steel pipe is by the band sawing machine blanking, and steel plate is by the plate shearing machine blanking.Because bend radius and angle of bend, the general elbow machine can't bend.So on mold,, slowly bend then with the acetylene baking.The steel plate upper punch has two connecting holes, and the hole processes on punch press.With the steel plate bending, form " U " shape then, promptly form connector.Afterwards each component are put in placely according to drawing, be welded then.
9. the preparation method of bearing diagonal: the rectangular tube otch of bearing diagonal is irregular, adopts the disk saw blanking.Articulated link chain is to be formed through the punch press punching by steel plate.Assembling should be carried out on mold, and during assembling, the two ends of every rectangular tube are welded a U-shaped connector and a pair of hinge respectively.Put each component according to the figure paper size, then welding.Nuts is the sleeve pipe with internal thread and welds at last.
10. the template suspension ring are simmered system after using the round steel mantle fiber.
11. the preparation method of suspension ring pad: the suspension ring pad is made by steel plate.Steel plate is of a size of-6 * 60 * 60 by the plate shearing machine blanking after the blanking.At the positive centre punching of steel plate, aperture Φ 20.
12. the preparation method at door opening mould right angle: door opening mould right angle is made up of angle steel, round steel, steel plate and steel pipe.The angle steel specification has ∠ 140 * 10 and ∠ 90 * 8, and the round steel specification is Φ 16, and the steel pipe specification is 3/4 cun welded tube.Angle steel, round steel and welded tube are all by the band sawing machine blanking.Steel plate by the plate shearing machine blanking after centre one towards Φ 18 holes.Round steel elder generation mantle fiber, length is 90mm.During assembling, earlier two sections round steel are welded into " T " font, screw thread should be positioned at that side away from cross bar.Two ends with cross bar put two segment welded tubes then, two segment welded tubes are welded to the square position of ∠ 140 * 10 angle steel inside according to the figure paper size.To this is first.∠ 90 * 8 angle steel of then blanking being finished in the middle part, the angular bisector direction at right angle makes a call to the hole of a Φ 18.Then will be towards the steel plate in intact hole and ∠ 90 * 8 angle steel welding after the punching.During welding, steel plate is placed on angle steel inside, and all forms 45 with two right-angle sides of angle steel.And the hole on the attention assurance steel plate and the straightness accuracy and the concentricity in the hole on the angle steel.To this is second portion.After then "T"-shaped montant of first being passed the angle steel hole and steel plate hole of second portion, be screwed on the montant with nut.Door opening mould right angle just completes to this.
13. oblique back cord: be made by channel-section steel.Channel-section steel is by the band sawing machine blanking.Then with disk saw with two wing plates of channel-section steel along 45 ° of direction corner cuts.With slotted hole of positive centre punch of the web of channel-section steel, specification is 22+R9 at last.
14. oblique back cord hook: be made by Φ 16 round steel.One end bending of round steel forms 80 ° of angles with the other end.At other end mantle fiber, length is 200mm then.
15. Angle formwork flanging: be made by ∠ 63 * 40 * 4 angle steel.A limit upper punch slotted hole at the angle steel broad is of a size of 6+R9, and the quantity in hole and spacing are with dull and stereotyped vertical frame hole.
16. pin plate, cross backing plate, butterfly mother, pillar, bolt and nut are foundry goods, carry out the die sinking casting by the figure paper size, assemble then.
Illustrate: making processing technology of the present invention requires:
1, steel plate side of looking for earlier before blanking adopts the mold location, by the plate shearing machine blanking, does not allow the corner warpage.Fall burr with grinder buffing, should proofread and correct before using, consider group to the time panel guarantee in the allowable variation scope, should be controlled on the plate blank size short transverse ± 2mm in, be controlled on the width-1mm in.
2, will carry out straightening earlier before the rectangular tube line, guarantee the accuracy of ruling, the bundled arrangement of first spot welding is by the band sawing machine blanking, the square tube blank size should be controlled at-2mm～-4 mm in.
3, boring
Hole dimension precision on the steel form floor is the key that guarantees the template assembly quality, we adopt the way of making mold, and the size of connecting hole is accurately located, and can form streamline, also with the Deviation Control in hole in allowed band, can shift to an earlier date the duration can ensure the quality of products again.Should be in being controlled at 1 mm with position, connecting bolt hole size.
4,45
At the stupefied 45 of cutting of dull and stereotyped frame, external corner, sketch plate frame, the benchmark of disk saw is positioned on 45 ° of orientation, find the position during installation, the anglec of rotation, handled easily.
5, punching
Flat board on the bulkhead and cornea flanging need the slotted hole of 6+R9, and be lateral opening with punching (shearing) machine angle of attack mould, should be with the punching size in being controlled at 1 mm.
6, sheet frame connects and must align, and the single form panel width allows minus tolerance 0～1mm, and framework allows the every limit 0.5mm of minus tolerance, guarantees the integral assembling size less than physical dimension, adopts assembled mold to locate, and guarantees that package size is in the allowable variation scope.
When 7, sheet frame is as splicing, must align, strict control unfitness of butt joint, its misalignment allowable variation is 0.5mm.
8, according to stencil design and technical requirements, in order to guarantee workmanship, use tool locating during assembling, make the template of making have enough rigidity, can be because of the stand under load torsional deformation, and when form assembly was used, the junction can not produce the spillage phenomenon.
9, dull and stereotyped when assembling, earlier with after the steel plate levelling,, assemble the square steel of the inside at last again with the housing side of looking for centering.
10, welding adopts carbon dioxide gas to protect weldering, should carry out from two ends to central symmetry, avoids welding deformation, and appearance and size is checked in first spot welding, after bolt hole size and horizontal dimension are accurate, and row welding again;
11, the Form board frame hole becomes frame after need accomplishing fluently earlier again, and through hole, the diameter of upper and lower side frame are φ 19;
12, cross rib and panel, vertical rib and panel inboard adopt bilateral intermittently to weld, solder joint height 4～6mm, fusion length 25～30mm, welding seam distance 250～300mm when rib and panel welding; The outer rim weld joint on inner side is apart from 150mm, and outer rim outside plug weld is apart from 300mm;
When 13, the frame outside was with the panel welding, panel formed the corner circle owing to cutting out, in this inner round side place and frame welding.
14, frame must not exceed panel, along the template width upper side frame outside and panel end interval 0.5mm, adopts plug welding (polishing 1 mm plug welding more earlier on panel), weld bead height 2～3mm, and weld seam is arranged the 150mm spacing.
15, the processing of frame bight connection: adopt the fillet weld full weld, postwelding polishes.
16, the two cross rib places of large form 80 * 40 rectangular tubes adopt fillet weld, avoid position, through-wall bolt hole, interval 300～350mm, weld bead height 4～5mm.
17, having welded the back welding slag should in time clean out, and weld appearance should be smooth even, weldering, burn-through, the crackle of leakage must not be arranged, sting defectives such as meat, slag inclusion, pore.
18, the template rib place that adds back cord must polish with the angle grinding machine, prevent assembly unit after large form big faulting of slab ends is arranged.
When 19, conflicted with vertical short rib in the through-wall bolt hole, cancellation should vertical short rib.
20, after the steel form assembling welding, template need be carried out deformation process, adopt on the hydraulic press smoothing to proofread and correct, check its planeness with spirit level, bevel protractor, with roughness control in the 2mm scope.
Other parts that do not relate in the present embodiment are existing mature technology, its detailed description of Therefore, omited.
Claims (7)
1. building operations all steel template, form by template and auxilliary accessory two large divisions, wherein template comprises flat board, external corner, inner corner trim, sketch plate, bulkhead, auxilliary accessory comprises two back cords, two back cord hooks, oblique back cord, oblique back cord hook, through-wall bolt, gib headed bolt, fastening bolt, fastener, operating platform frame, bearing diagonal, the template suspension hook, door opening mould right angle, it is characterized in that flat board is welded by surface plate and framework, framework adopts the rectangular steel pipe assembly welding to form, surface plate is surrounded by framework, one side of surface plate is provided with some levels and vertical reinforcing rib, reinforcing rib is a rectangular steel pipe, is equipped with connecting hole on framework and the reinforcing rib; External corner is L-shaped by the framework welding of little steel plate of big steel plate in plane and plane and periphery, is equipped with some reinforcing ribs on the little steel plate of big steel plate in plane and plane, and framework is provided with some connecting holes; Inner corner trim is made up of two block plates, ten gussets, two band steels and a suspension hook, promptly two block plates are orthogonal, ten gussets evenly distribute, article two, band steel is vertical with two block plates, ten gussets respectively, and band steel is provided with some connecting holes, and connecting hole is used for being connected with dull and stereotyped, the top welded suspending hook of inner corner trim, suspension hook is V-shaped by bar bending, and the both ends of V-arrangement reinforcing bar extend to horizontal ends, and the bottom of V-arrangement reinforcing bar is an arc; Sketch plate is made of L shaped the framework of big plain plate and little plain plate and periphery, be equipped with reinforcing rib on big plain plate and the little plain plate, and framework is provided with some connecting holes; Bulkhead is to be welded with some reinforcing ribs on the side of plain plate, be welded with framework around the plain plate, plain plate is provided with some connecting holes, described pair of back cord is to be welded to form by two rectangular tubes and three block plates, promptly three block plates are equidistant between two rectangular tubes, wherein the two ends of rectangular tube respectively are provided with one, the middle part of rectangular tube is provided with one, gap therebetween is used to wear two back cord hooks, described pair of back cord hook is the V-arrangement of bottom circle of position arc by bar bending, the two ends of reinforcing bar are crotch, and another root reinforcing bar level is connected on the V-arrangement reinforcing bar; Described operating platform frame is made up of four steel pipes, wherein there are two steel pipes vertically to weld, there is a steel pipe to be provided with two hooks in these two steel pipes, the end of another root steel pipe is provided with the U-shaped Connection Card, the 3rd steel pipe is greater than 90 degree angle welding with the steel pipe with hook, the 4th steel pipe and the 3rd steel pipe welding and be provided with vertical welding of steel pipe of U-shaped Connection Card with the end, the end of the 3rd steel pipe is provided with the U-shaped Connection Card; Described bearing diagonal is linked together by the part that is articulated and connected by the rectangular tube of two different lengths, one end of two rectangular tubes all welds the U-shaped Connection Card, wherein short rectangular tube one end of horizontal direction is equipped with the sleeve pipe with internal thread, casing pipe sleeve has on the externally threaded pillar, short rectangular tube is provided with hinged seat, and long rectangular tube and hinged seat are articulated and connected.
2. building operations all steel template according to claim 1 is characterized in that described oblique back cord is the steel part that cross section takes the shape of the letter U, and tiltedly the middle part of back cord is provided with the Long Circle hole.
3. building operations all steel template according to claim 1 is characterized in that described oblique back cord hook is that the round steel of crotch is formed by a radicle, and round steel is provided with screw thread.
4. building operations all steel template according to claim 1 is characterized in that an end of described through-wall bolt is provided with screw thread, and the other end is provided with the Long Circle hole.
5. the preparation method of building operations all steel template, comprise internal model making, blanking, welding, the smoothing operation, dull and stereotyped, external corner and sketch plate all are made up of steel plate and rectangular tube, steel plate is by the plate shearing machine blanking, rectangular tube is by band sawing machine or disk saw blanking, rectangular tube is divided into flat mouthful rectangular tube and 45 ° of angle rectangular tubes again, flat mouthful rectangular tube is by the band sawing machine blanking, 45 ° of angle rectangular tubes with bench drill boring, are guaranteed the location dimension in hole by the disk saw blanking after the rectangular tube blanking is finished by the mold of special making, it is characterized in that at first the steel plate peace being spliced according to drawing requirement size, put rectangular tube according to the drawing dimension line then, follow when rectangular tube is put in the outer earlier back, grow earlier the principle of afterwards lacking, promptly put dull and stereotyped outside framework earlier, put inner each bar rectangular tube then, when the inner rectangular pipe is put according to putting long rectangular tube earlier, after put short rectangular tube, each component is put and is finished, first spot welding is fixed after the size confirmation, after the locator card setting is finished, and welding at last.
6. the assemble method of building operations all steel template, it is characterized in that external corner links to each other with dull and stereotyped, promptly form the connection status of flat board-external corner-flat board, flat board links to each other with inner corner trim or sketch plate, form the connection status of flat board-inner corner trim or sketch plate-flat board, bulkhead links to each other by bolt with flat board by the bolt hole on its panel, form an airtight space, two back cords are installed on the reinforcing rib at dull and stereotyped back, two back cord hooks hook flat board, stretch out from the intermediate space of two back cords, pass two back cord hooks with pin plate, pound solid, the metope adjacent with external corner is exactly wall face, the metope adjacent with inner corner trim is exactly interior metope, suspension hook is welded on the inner corner trim top, for lifting is used, dull and stereotyped, the rectangular tube at the top of external corner and sketch plate all is provided with hole for hoist, and the U-shaped Connection Card is installed by hole for hoist, and every flat board is equipped with two cover template suspension hooks, supporting 6 nuts of template suspension hook, every double-screw bolt is provided with three nuts, and a side of the not load-bearing of dull and stereotyped frame is provided with a nut, and the load-bearing side of dull and stereotyped frame is provided with two nuts, six bolts on every cover template suspension hook are firmly fixing dull and stereotyped upper side frame, use during as lifting.
7. the assemble method of building operations all steel template according to claim 6, it is characterized in that the parallel and light face of two flat boards erects relatively, some through-wall bolts are with two dull and stereotyped connections, distance between two flat boards is the thickness of body of wall, the outside of two flat boards is supported by bearing diagonal, two terminations of bearing diagonal are connected by bolt with the reinforcing rib of flat board, the support column of bearing diagonal is supported on ground, operating platform frame is installed in the dull and stereotyped outside, the top of bearing diagonal, and operating platform frame passes through bolt with the reinforcing rib of flat board.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110092577 CN102182302B (en) | 2011-04-13 | 2011-04-13 | Building construction all-steel mold plate and manufacturing and assembling method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110092577 CN102182302B (en) | 2011-04-13 | 2011-04-13 | Building construction all-steel mold plate and manufacturing and assembling method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102182302A true CN102182302A (en) | 2011-09-14 |
| CN102182302B CN102182302B (en) | 2013-01-30 |
Family
ID=44568579
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201110092577 Active CN102182302B (en) | 2011-04-13 | 2011-04-13 | Building construction all-steel mold plate and manufacturing and assembling method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102182302B (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102425296A (en) * | 2011-09-20 | 2012-04-25 | 张国洪 | Wall body pouring template |
| CN102650164A (en) * | 2012-04-24 | 2012-08-29 | 中天建设集团有限公司 | Foot supporting and size control device of aluminium alloy shear wall formwork |
| CN105908969A (en) * | 2016-04-29 | 2016-08-31 | 王永志 | Construction model for garden construction |
| CN107190970A (en) * | 2017-07-31 | 2017-09-22 | 广西路桥工程集团有限公司 | A kind of steel concrete shuttering for being easy to quick form removal |
| CN110644774A (en) * | 2019-10-08 | 2020-01-03 | 湖南三湘和高新科技有限公司 | Aluminum alloy template fixing bolt building structure |
| CN111230478A (en) * | 2020-01-19 | 2020-06-05 | 中国十七冶集团有限公司 | Processing method of construction shaping template of large-section special-shaped concrete pier column structure |
| CN111550039A (en) * | 2020-03-25 | 2020-08-18 | 上海建工一建集团有限公司 | Formwork support system and application construction method and construction structure thereof |
| CN111809862A (en) * | 2020-07-17 | 2020-10-23 | 赤壁富祥盛科技有限公司 | Aluminum alloy template processing method |
| CN113931437A (en) * | 2021-10-21 | 2022-01-14 | 湖南鑫政铝业科技有限公司 | Building aluminum mould board shocks resistance |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH074031A (en) * | 1993-08-02 | 1995-01-10 | Mirai Ind Co Ltd | Buried concrete having fixing part |
| CN1818303A (en) * | 2006-01-05 | 2006-08-16 | 南通市中南建筑设备有限公司 | Building template |
| CN2841838Y (en) * | 2005-09-30 | 2006-11-29 | 洪钟吉 | Construction formwork |
| CN101387154A (en) * | 2008-10-06 | 2009-03-18 | 阮中亮 | Internal corner plastic formwork for building |
| CN101832026A (en) * | 2010-04-07 | 2010-09-15 | 南通建工集团股份有限公司 | Construction method of sole plate post-poured strip form bracing system |
-
2011
- 2011-04-13 CN CN 201110092577 patent/CN102182302B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH074031A (en) * | 1993-08-02 | 1995-01-10 | Mirai Ind Co Ltd | Buried concrete having fixing part |
| CN2841838Y (en) * | 2005-09-30 | 2006-11-29 | 洪钟吉 | Construction formwork |
| CN1818303A (en) * | 2006-01-05 | 2006-08-16 | 南通市中南建筑设备有限公司 | Building template |
| CN101387154A (en) * | 2008-10-06 | 2009-03-18 | 阮中亮 | Internal corner plastic formwork for building |
| CN101832026A (en) * | 2010-04-07 | 2010-09-15 | 南通建工集团股份有限公司 | Construction method of sole plate post-poured strip form bracing system |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102425296A (en) * | 2011-09-20 | 2012-04-25 | 张国洪 | Wall body pouring template |
| CN102425296B (en) * | 2011-09-20 | 2016-08-03 | 张国洪 | A kind of wall body pouring template |
| CN102650164A (en) * | 2012-04-24 | 2012-08-29 | 中天建设集团有限公司 | Foot supporting and size control device of aluminium alloy shear wall formwork |
| CN105908969A (en) * | 2016-04-29 | 2016-08-31 | 王永志 | Construction model for garden construction |
| CN107190970A (en) * | 2017-07-31 | 2017-09-22 | 广西路桥工程集团有限公司 | A kind of steel concrete shuttering for being easy to quick form removal |
| CN110644774A (en) * | 2019-10-08 | 2020-01-03 | 湖南三湘和高新科技有限公司 | Aluminum alloy template fixing bolt building structure |
| CN111230478A (en) * | 2020-01-19 | 2020-06-05 | 中国十七冶集团有限公司 | Processing method of construction shaping template of large-section special-shaped concrete pier column structure |
| CN111550039A (en) * | 2020-03-25 | 2020-08-18 | 上海建工一建集团有限公司 | Formwork support system and application construction method and construction structure thereof |
| CN111809862A (en) * | 2020-07-17 | 2020-10-23 | 赤壁富祥盛科技有限公司 | Aluminum alloy template processing method |
| CN113931437A (en) * | 2021-10-21 | 2022-01-14 | 湖南鑫政铝业科技有限公司 | Building aluminum mould board shocks resistance |
| CN113931437B (en) * | 2021-10-21 | 2022-10-25 | 湖南鑫政铝业科技有限公司 | Building aluminum mould board shocks resistance |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102182302B (en) | 2013-01-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102182302B (en) | Building construction all-steel mold plate and manufacturing and assembling method thereof | |
| CN101537564B (en) | Pairing method of H-section steel for super-large crane beams | |
| CN207063537U (en) | A kind of outer wall template joint part fixture and its connect stubble construction | |
| CN202194372U (en) | All-steel template for building construction | |
| CN204940889U (en) | Novel compositions adjustment means | |
| CN207259974U (en) | A kind of hand-held mode transfer instrument of Railway Bridges And Piers model sheetinstallat | |
| CN202295741U (en) | Anti-bending fixing device for over-long heat exchanger pipe bundle | |
| CN202247907U (en) | Supporting structure of urban track traffic super-large section cut-and-cover section tunnel | |
| CN114473283B (en) | Crane base welding method and crane base welding tool | |
| CN210236845U (en) | Adjustable hanger for component steel reinforcement cage | |
| CN205654082U (en) | Half tunnel formwork | |
| CN101898622B (en) | Jig frame tooling component for longitudinal bulkhead segmented general assembling construction | |
| CN105643171B (en) | Assembling method based on storage tank fixture | |
| CN210685375U (en) | Quick-release formwork for cast-in-place slab strips between laminated floors | |
| CN109235271B (en) | Vertical rib positioning tool, positioning clamping seat and working method of combined bridge tower steel shell section | |
| CN208685808U (en) | A kind of hydraulic lifting inverted structure | |
| CN106193289B (en) | Simple tie-rod positioning mold and its making and use method | |
| CN216836733U (en) | Ladle gudgeon location frock | |
| CN110700574A (en) | Post-cast strip supporting structure and construction method thereof | |
| CN104420644A (en) | Combined aluminum mould plate system | |
| CN209925000U (en) | Adjustable half-through tunnel formwork structure | |
| CN212652950U (en) | Welding fixture | |
| CN211414068U (en) | Novel three-dimensional laser cutting outer plate supporting mechanism | |
| CN212893474U (en) | Reinforced concrete pipe installation device | |
| CN215748793U (en) | Tool clamp type die for producing fixing plate |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |