CN114961236A - Angle-adjustable inclined plate type parapet wall formwork system and construction method thereof - Google Patents
Angle-adjustable inclined plate type parapet wall formwork system and construction method thereof Download PDFInfo
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- CN114961236A CN114961236A CN202210562536.7A CN202210562536A CN114961236A CN 114961236 A CN114961236 A CN 114961236A CN 202210562536 A CN202210562536 A CN 202210562536A CN 114961236 A CN114961236 A CN 114961236A
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- 238000009415 formwork Methods 0.000 title claims abstract description 29
- 238000010276 construction Methods 0.000 title claims abstract description 12
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 24
- 239000012634 fragment Substances 0.000 claims abstract description 17
- 238000009434 installation Methods 0.000 claims abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 60
- 239000010959 steel Substances 0.000 claims description 60
- 238000004873 anchoring Methods 0.000 claims description 45
- 210000001015 abdomen Anatomy 0.000 claims description 22
- 239000011120 plywood Substances 0.000 claims description 3
- 238000000034 method Methods 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 1
- 238000003466 welding Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000001149 cognitive effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model provides an adjustable angle's swash plate formula parapet template system and construction method thereof, including adjustable angle combination support, swash plate fossil fragments and swash plate panel, adjustable angle combination support includes die carrier sectional shelf-unit support and axis of rotation subassembly, die carrier sectional shelf-unit support includes support body and back of the body support anchor subassembly, the support unit is right triangle planar structure, including horizontal adjustable pole, vertical adjustable pole and slant adjustable pole, the axis of rotation subassembly includes the main shaft pole and connects spacing sleeve, horizontal adjustable pole includes the horizontal pole body, the rotation shaft hole, horizontal pole baffle and reinforcing plate, vertical adjustable pole includes the vertical pole body and vertical pole baffle, the slant adjustable pole includes the slant pole body, the main shaft draw-in groove, down tube baffle and fossil fragments baffle. The invention can directly assemble the mould frame system according to the baffle with fixed angle, which is convenient and fast; for unusual angles, the formwork system can be assembled in the form of a fixed baffle according to simple calculations. The energy-saving environment-friendly pollution-free solar water heater is energy-saving, environment-friendly and pollution-free, can be used repeatedly, and is scientific, reasonable, safe and reliable in installation design.
Description
Technical Field
The invention belongs to the field of building construction templates, and particularly relates to an angle-adjustable inclined roof template support device and a construction method thereof.
Background
With the continuous progress of science and technology, more and more architectural design concepts emerge. As for common buildings, the safe, practical and economic bottom line can not meet the requirements, the attractive appearance of the building is continuously innovated in the process of exploring in various forms, and the cognitive limit of people is broken through. To building parapet, a form that combines together with the archaize building has appeared, and its structural modeling is the swash plate form, goes up to hang archaize tile, makes the impression of classical aesthetics, more elegant appearance. The general size scale of this kind of ramp type parapet is not big, nevertheless because operating space is narrow and small, still can be comparatively difficult because blockking of structure such as constructional column, and it is difficult to use traditional formwork mode to need one kind to make things convenient for in narrow and small space operation, be applicable to different inclination's the formwork condition, ann tears the convenience open, can have enough to meet the need the template support of use.
Disclosure of Invention
The invention aims to provide an angle-adjustable inclined plate type parapet wall formwork system and a construction method thereof, and aims to solve the technical problems that a traditional formwork supporting mode is difficult to operate in a narrow space, cannot adapt to formwork supporting at different inclined angles, is complex to install and disassemble and wastes materials.
In order to achieve the purpose, the invention adopts the following technical scheme:
an angle-adjustable inclined plate type parapet template system comprises an angle-adjustable combined support, an inclined plate keel and an inclined plate panel, wherein the angle-adjustable combined support comprises a mold base combined support and a rotating shaft assembly, the mold base combined support comprises a support body and a back support anchoring assembly,
the frame body comprises two support units which have the same structure and are arranged in parallel in the transverse direction, the support units are in right-angled triangle plane structures and comprise horizontal adjustable rods, vertical adjustable rods and oblique adjustable rods, the rotating shaft assembly comprises a main shaft rod and a connecting limiting sleeve,
the horizontal adjustable rod comprises a horizontal rod body, a rotating shaft hole, a horizontal rod baffle and a reinforcing plate, the horizontal rod body is arranged on the roof structure, the rotating shaft hole is transversely formed in the front end part of the horizontal rod body and is used for the main shaft rod to transversely penetrate through, the reinforcing plate is fixedly connected to the front end part of the horizontal rod body and the inner side of the rotating shaft hole, a reinforcing plate hole is formed in the reinforcing plate and is aligned with the rotating shaft hole in the same size, the centers of the reinforcing plate hole and the rotating shaft hole are aligned, and the horizontal rod baffle is arranged at intervals on the upper side of the horizontal rod body along the length direction of the horizontal rod body,
two ends of the main shaft rod respectively penetrate through a reinforcing plate hole and a rotating shaft hole on two adjacent support units, the main shaft rod can freely rotate in the reinforcing plate hole and the rotating shaft hole, one end of the connecting limiting sleeve is detachably connected with the part of the end of the main shaft rod extending out of the horizontal rod body, the other end of the connecting limiting sleeve is detachably connected with the main shaft rod of the rotating shaft component of the adjacent adjustable angle combined support, so that the two adjacent adjustable angle combined supports are detachably connected into a whole through the connecting limiting sleeve,
the vertical adjustable rod comprises a vertical rod body and vertical rod baffles, the bottom of the vertical rod body is detachably connected with one of the horizontal rod baffles of the horizontal rod, the vertical rod baffles are arranged in a group at intervals on the inner side of the vertical rod body along the length direction of the vertical rod body, a section of horizontal rod body adjusting section is reserved on the horizontal rod body at the rear side of the installation position of the vertical rod body,
the slant adjustable rod comprises a slant rod body, a main shaft clamping groove, slant rod baffles and keel baffles, the bottom of the slant rod body is provided with the main shaft clamping groove matched with the size of the main shaft rod, the main shaft clamping groove is clamped on the main shaft rod and fixedly connected with the main shaft rod, so that the bottom of the slant rod body rotates along with the main shaft rod, the top of the slant rod body is detachably connected with one of the vertical rod baffles, the main shaft clamping groove is provided with a group of the slant rod body along the length direction of the slant rod body at intervals on the inner side of the slant rod body, the slant rod baffles are provided with a group of the slant rod body along the length direction of the slant rod body at intervals on the inner side of the slant rod body, and the keel baffles are provided with a group of the slant rod body along the length direction of the slant rod body at intervals on the outer side of the slant rod body,
the bracket unit also comprises a belly stay bar supported in the right triangle, one end of the belly stay bar is detachably connected with one of the diagonal bar baffles, the other end of the belly stay bar is detachably connected with one of the vertical bar baffles or one of the horizontal bar baffles,
the back-support anchoring component is supported at the rear side of the bracket unit and comprises a limiting anchoring part and a back-support rod, the bottom of the limiting anchoring part is embedded into the roof structure, the rear end part of the horizontal rod body is provided with an anchoring hole for the limiting anchoring part to penetrate through, the top of the limiting anchoring part upwards penetrates out of the anchoring hole, the back-support rod is obliquely arranged between the vertical rod body and the limiting anchoring part, the top end of the back-support rod is detachably connected with the vertical rod body, the bottom end of the back-support rod is tightly propped against the inner side of the limiting anchoring part,
the both ends of swash plate fossil fragments can be dismantled respectively and connect on the fossil fragments baffle of both sides, and the length of swash plate panel is not more than the length of the slant body of rod, the swash plate panel can be dismantled with the outside of swash plate fossil fragments and be connected.
The main shaft rod is a steel pipe, an external thread is arranged at the end part of the main shaft rod, the size of the connecting limiting sleeve is matched with that of the main shaft rod, an internal thread matched with the external thread of the main shaft rod is arranged on the inner wall of the connecting limiting sleeve, and the main shaft rod is in threaded connection with the connecting limiting sleeve.
The horizontal rod body is a channel steel with an upward opening and comprises a horizontal bottom plate and a horizontal groove side plate, the horizontal bottom plate is placed on a roof structure, the horizontal rod baffle is an angle steel with an opening facing to the rear side, the width of the angle steel is equal to the groove width of the horizontal rod body, the horizontal rod baffle comprises a first horizontal limb and a first vertical limb, the lower side of the first horizontal limb is tightly attached to the upper side of the horizontal bottom plate and fixedly connected with the upper side of the horizontal bottom plate, and the height of the first vertical limb is not more than that of the horizontal groove side plate,
the horizontal pole baffle includes a set of fixed spacing baffle and fixed angle baffle, the interval that sets up of fixed spacing baffle is 200mm, and this fixed angle baffle includes that the pivoted angle is 30 °, 45 or when 60, the montant linking bridge that vertical body of rod and horizontal body of rod hookup location department set up between the slant body of rod and the horizontal body of rod.
The oblique rod body is a channel steel with an opening facing the inner side, the outer size of the channel steel of the oblique rod body is not larger than the inner size of the channel steel of the horizontal rod body, the oblique rod body comprises an oblique panel and an oblique groove side plate, the spindle clamping groove is formed in the bottom of the oblique groove side plate, the oblique rod baffle is an angle steel with the opening facing the front side, the width of the angle steel is equal to the groove width of the oblique rod body, the oblique rod baffle comprises a first parallel limb and a first vertical limb, the upper side of the first parallel limb is tightly attached to the lower side of the oblique panel and fixedly connected with the lower side of the oblique panel, and the height of the first vertical limb is not larger than the height of the oblique groove side plate.
The vertical rod body is a channel steel with an opening facing the inner side and comprises a vertical bottom plate and a vertical groove side plate, the vertical rod baffle is an angle steel with the opening facing the front side, the width of the angle steel is equal to the groove width of the vertical rod body, the vertical rod baffle comprises a second horizontal limb and a second vertical limb, the inner side of the second vertical limb is tightly attached to the outer side of the vertical bottom plate and fixedly connected with the outer side of the vertical bottom plate, and the width of the second horizontal limb is not larger than the width of the vertical groove side plate.
The web-stay rod comprises a transverse web member and an oblique web member, the rear end of the transverse web member is detachably connected with one of the vertical rod baffles, the front end of the transverse web member is detachably connected with one of the oblique rod baffles, the bottom end of the oblique web member is detachably connected with the horizontal rod body at the connecting position of the bottom of the vertical rod body, and the top end of the oblique web member is detachably connected with the oblique rod body at the connecting position of the front end of the transverse web member.
The abdomen stay bar is a channel steel with an opening facing the lower side and comprises an abdomen stay bottom plate and an abdomen stay groove side plate, the abdomen stay bottom plate at the rear end of the transverse abdomen bar is detachably connected with the second horizontal limb, and the abdomen stay bottom plate at the front end of the transverse abdomen bar is detachably connected with the vertical limb.
The vertical rod baffle comprises a fixed interval baffle and a fixed angle baffle, the fixed interval baffle is arranged at 200mm, the fixed angle baffle comprises an inclined rod connecting baffle connected with the top end of the inclined rod body when the rotating angle between the inclined rod body and the horizontal rod body is 30 degrees, 45 degrees or 60 degrees, and a web member connecting rear baffle connected with the rear end of the transverse web member,
the down tube baffle includes fixed interval baffle and fixed angle baffle, the interval that sets up of fixed interval baffle is 200mm, and this fixed angle baffle includes that when the pivoted angle is 30 °, 45 or 60 between the slant body of rod and the horizontal body of rod, the web member that the front end of horizontal web member is connected connects preceding baffle.
The utility model discloses a steel pipe, including the oblique body of rod, fossil fragments baffle, the oblique body of rod is equipped with the oblique panel, the fossil fragments baffle is the opening angle steel towards the downside, and the width of angle steel is not more than the groove width of the oblique body of rod, the fossil fragments baffle includes the parallel limb of second and the perpendicular limb of second, the downside of the parallel limb of second is hugged closely and fixed connection with the upside of oblique panel, the swash plate fossil fragments are steel pipe fossil fragments or flitch fossil fragments, and its tip downside can be dismantled with the upside of the perpendicular limb of second and be connected, the swash plate panel is plank sheathing or plywood, the back vaulting pole is the channel-section steel of opening towards the downside.
A construction method of an angle-adjustable inclined plate type parapet formwork system comprises the following construction steps:
step one, numbering various baffles respectively:
for fixed-pitch baffles:
the horizontal bar baffle numbers are SP1, SP2, … …, SPX;
the vertical rod baffles are numbered as SZ1, SZ2, … … and SZX;
the number of the inclined rod baffles is XG1, XG2, … … and XGX;
for fixed angle baffles:
the vertical rod connecting baffle in the horizontal rod baffle is numbered as SZLJ30 degrees, SZLJ45 degrees and SZLJ60 degrees;
the inclined rod connecting baffle in the vertical rod baffle is numbered as XGL 30 degrees, XGL 45 degrees and XGL 60 degrees; the number of the web member connecting rear baffle is HLJ30 degrees, HLJ45 degrees and HLJ60 degrees;
the number of a web member in the diagonal bar baffle plate is QLJ30 degrees, QLJ45 degrees and QLJ60 degrees when the web member is connected with the front baffle plate;
step two, respectively and fixedly connecting a fixed interval baffle and a fixed angle baffle to a horizontal adjustable rod, a vertical adjustable rod and an oblique adjustable rod according to the length of the inclined plate type parapet, the inclination angle of the formwork and the lengths of all members, carrying out design calculation on the formwork keel, selecting the inclined plate keel and the setting interval thereof according to the calculation result, and fixedly connecting the keel baffle to the oblique adjustable rod;
step three, splicing the frame body:
inserting the main shaft rod into the rotating shaft hole to connect two adjacent horizontal adjustable rods into a whole according to a designed interval, and then sleeving a connecting limiting sleeve at the end part of the main shaft rod;
if the fixed angle baffle is adopted, respectively installing the horizontal adjustable rod, the vertical adjustable rod and the oblique adjustable rod on various baffles at the angle according to the determined angle of the supporting formwork; if the baffles with fixed intervals are adopted, the tangent value is calculated according to the set angle, various baffles with proper numbers are selected according to the proportional relation of two right-angle sides, and the horizontal adjustable rod, the vertical adjustable rod and the inclined adjustable rod are respectively arranged on the various baffles at the positions;
step five, repeating the step three and the step four, and connecting the main shaft rods of the adjacent frame bodies with the connecting limiting sleeves of the frame body;
sixthly, placing the inclined plate panel on the inclined plate keel and connecting the inclined plate keel,
and step seven, placing the installed frame body on the lower part of the inclined plate type parapet wall, inserting the limiting anchoring piece into the anchoring hole, and connecting the back stay bar to the vertical rod body and the limiting anchoring piece, so that the frame body system cannot move horizontally.
Compared with the prior art, the invention has the following characteristics and beneficial effects:
the invention has wide application range, is suitable for inclined plate type parapet walls with different angles, can directly assemble a formwork system according to the baffle plates with fixed angles if the angles are common angles such as 30 degrees, 45 degrees, 60 degrees and the like, and is convenient and quick; for unusual angles, the formwork system can be assembled in the form of a fixed baffle according to simple calculations. The materials used in the invention are all steel products, are energy-saving, environment-friendly and pollution-free, can be recycled for multiple times, can be purchased to be automatically welded and assembled on site for conditional construction projects, are easy to assemble and disassemble, and can be recycled. The invention has rigorous structural stability calculation before use, is matched with a calculation book of a framework system, and has scientific, reasonable, safe and reliable component specification selection and installation design.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings.
Fig. 1 is a schematic view of the entire structure of the present invention.
Fig. 2 is a schematic view of the frame and back-up anchor assembly of the present invention.
Fig. 3 is a schematic structural view of the stand unit of the present invention.
Fig. 4 is a schematic view of the construction of the rotating shaft assembly of the present invention.
Fig. 5 is a schematic view of the structure of the horizontal stick adjustable stick of the present invention.
Fig. 6 is a schematic view of the structure of the vertically adjustable rod of the present invention.
Fig. 7 is a schematic structural view of the diagonal adjustable bar of the present invention.
Fig. 8 is a schematic structural view of the back-up anchor assembly of the present invention.
Fig. 9 is a schematic bottom view of the overall structure of the present invention.
Fig. 10 is a schematic side view of the overall structure of the present invention.
Reference numerals: 1-rotating shaft assembly, 11-main shaft rod, 12-connecting limiting sleeve, 2-bracket unit, 21-horizontal adjustable rod, 211-horizontal rod body, 2 a-horizontal bottom plate, 2 b-horizontal groove side plate, 212-horizontal rod baffle, 212 a-vertical rod connecting baffle, 2 c-first horizontal limb, 2 d-first vertical limb, 213-rotating shaft hole, 214-reinforcing plate, 215-reinforcing plate hole, 22-vertical adjustable rod, 221-vertical rod body, 2 i-vertical bottom plate, 2 j-vertical groove side plate, 222-vertical rod baffle, 222 a-diagonal rod connecting baffle, 222 b-web rod connecting rear baffle, 2 k-second horizontal limb, 2L-second vertical limb, 23-diagonal adjustable rod, 231-rod body, 2 e-diagonal panel, 2 f-diagonal groove side plate, 232-main shaft clamping groove, 233-keel baffle, 2 p-second parallel limb, 2 q-second vertical limb, 234-diagonal bar baffle plates, 234 a-web members connected with a front baffle plate, 2 g-first parallel limbs, 2 h-first vertical limbs, 24-web bracing members, 241-transverse web members, 242-diagonal web members, 2 m-web bracing bottom plates, 2 n-web bracing groove side plates, 3-sloping plate keels, 4-back bracing anchoring components, 41-limiting anchoring members, 42-back bracing members, 43-anchoring holes, 5-sloping plate panels and 6-roof structures.
Detailed Description
Referring to fig. 1 and 9-10, the angle-adjustable inclined plate type parapet formwork system comprises an angle-adjustable combined support, an inclined plate keel 3 and an inclined plate panel 5, wherein the angle-adjustable combined support comprises a formwork combined support and a rotating shaft assembly 1, and the formwork combined support comprises a support body and a back support anchoring assembly 4.
Referring to fig. 1-2, the rack body includes two support units 2 with the same structure and arranged in parallel in the transverse direction, the support units 2 are in a right-angled triangle plane structure and include a horizontal adjustable rod 21, a vertical adjustable rod 22 and an oblique adjustable rod 23, and the rotating shaft assembly 1 includes a main shaft rod 11 and a connecting limiting sleeve 12.
Referring to fig. 1-3 and fig. 10, the horizontal adjustable rod 21 includes the horizontal rod body 211, rotates shaft hole 213, horizontal rod baffle 212 and reinforcing plate 214, the horizontal rod body 211 is dropped on the roof structure 6, rotate the horizontal front end portion of seting up at the horizontal rod body 211 in shaft hole 213, supply the main shaft pole 11 transversely to run through, reinforcing plate 214 full weld connects in the front end portion of the horizontal rod body 211, rotates the inboard in shaft hole 213, and reinforcing plate hole 215 has been opened on reinforcing plate 214, and reinforcing plate hole 215 aligns with the same center of rotation shaft hole 213 size, horizontal rod baffle 212 is provided with a set of along the length direction of the horizontal rod body 211, at the upside interval of the horizontal rod body 211.
The horizontal rod body 211 is a channel steel with an upward opening and comprises a horizontal bottom plate 2a and a horizontal groove side plate 2b, the horizontal bottom plate 2a is placed on the roof structure 6, the horizontal rod baffle 212 is an angle steel with the opening facing the rear side, the width of the angle steel is equal to the groove width of the horizontal rod body, the horizontal rod baffle 212 comprises a first horizontal limb 2c and a first vertical limb 2d, the lower side of the first horizontal limb 2c is tightly attached to the upper side of the horizontal bottom plate 2a and is in full-welding connection, the height of the first vertical limb 2d is not greater than the height of the horizontal groove side plate 2b, and the reinforcing plate 214 is tightly attached to the inner side of the horizontal groove side plate 2b and is in full-welding connection with the horizontal groove side plate 2 b.
Referring to fig. 1 to 3, two ends of the spindle rod 11 respectively pass through the reinforcing plate hole 215 and the rotating shaft hole 213 of two adjacent support units 2, the spindle rod 11 can freely rotate in the reinforcing plate hole 215 and the rotating shaft hole 213, one end of the connecting limiting sleeve 12 is detachably connected with the end of the spindle rod 11 extending out of the horizontal rod body 211, and the other end of the connecting limiting sleeve 12 is detachably connected with the spindle rod 11 of the rotating shaft assembly 1 supported by adjacent adjustable angle combinations, so that the two adjacent adjustable angle combinations are detachably connected into a whole through the connecting limiting sleeve 12.
Referring to fig. 3, the main shaft rod 11 is a steel pipe, an external thread is formed at an end of the main shaft rod 11, the size of the connection limiting sleeve 12 is adapted to the size of the main shaft rod 11, an internal thread adapted to the external thread of the main shaft rod 11 is formed on an inner wall of the connection limiting sleeve 12, and the main shaft rod 11 is in threaded connection with the connection limiting sleeve 12.
Referring to fig. 1-3 and 6, the vertical adjustable rod 22 includes a vertical rod 221 and a vertical rod baffle 222, the bottom of the vertical rod 221 is detachably connected to one of the horizontal rod baffles 212, the vertical rod baffles 222 are arranged in groups at intervals on the inner side of the vertical rod 221 along the length direction of the vertical rod 221, and a horizontal rod adjusting section is reserved on the horizontal rod on the rear side of the installation position of the vertical rod 221.
Vertical body of rod 221 is the channel-section steel of opening inboard, including vertical bottom plate 2i and vertical groove group board 2j, vertical pole baffle 222 is the angle steel of opening towards the front side, and the width of angle steel equals the groove width of vertical body of rod 221, and vertical pole baffle 222 includes second horizontal limb 2k and the vertical limb 2L of second, the inboard of the vertical limb 2L of second is hugged closely and is fully welded with the outside of vertical bottom plate 2i and is connected, the width of the horizontal limb 2k of second is not more than the width of vertical groove group board 2 j.
Referring to fig. 1-3 and 7-8, the slant adjustable rod 23 includes a slant rod body 231, a main shaft locking groove 232, a slant rod baffle 234 and a keel baffle 233, the bottom of the slant rod 231 is provided with a spindle slot 232 corresponding to the size of the spindle rod 11, the spindle engaging groove 232 is engaged with the spindle rod 11 and is fully welded to the spindle rod, so that the bottom of the slant rod 231 rotates with the spindle rod 11, the top of the slant rod body 231 is detachably connected to one of the vertical rod baffles 222, the main shaft engaging grooves 232 are spaced apart from each other along the length direction of the inclined rod 231 at a predetermined interval on the inner side of the inclined rod 231, the inclined rod baffles 234 are arranged in a group at intervals along the length direction of the inclined rod 231 on the inner side of the inclined rod 231, the keel baffles 233 are arranged in a group at intervals along the length direction of the oblique rod 231 and outside the oblique rod 231.
The oblique rod body 231 is a channel steel with an opening facing the inner side, the outer size of the channel steel of the oblique rod body 231 is not larger than the inner size of the channel steel of the horizontal rod body 211, the oblique rod body 231 comprises an oblique panel 2e and an oblique groove side plate 2f, the spindle clamping groove 232 is formed in the bottom of the oblique groove side plate 2f, the oblique rod baffle 234 is an angle steel with an opening facing the front side, the width of the angle steel is equal to the groove width of the oblique rod body 231, the oblique rod baffle 234 comprises a first parallel limb 2g and a first vertical limb 2h, the upper side of the first parallel limb 2g is tightly attached to the lower side of the oblique panel 2e and is in full-weld connection, and the height of the first vertical limb 2h is not larger than the height of the oblique groove side plate 2 f.
As shown in fig. 1-3 and fig. 9-10, the rack unit 2 further includes a web-stay 24 supported inside the right triangle, one end of the web-stay 24 is detachably connected to one of the diagonal bar baffles 234, and the other end of the web-stay 24 is detachably connected to one of the vertical bar baffles 222 or one of the horizontal bar baffles 212, so that the overall stability of the formwork system with different angles is realized through the web-stay 24.
The abdomen vaulting pole 24 is the channel-section steel of opening orientation downside, including abdomen vaulting bottom plate 2m and abdomen vaulting ledge board 2n, the abdomen vaulting bottom plate 2m and the horizontal limb 2k of second of horizontal web member 241 rear end can be dismantled and be connected, and the abdomen vaulting bottom plate 2m and the perpendicular limb 2h of horizontal web member 241 front end can be dismantled and be connected.
Referring to fig. 1-3 and 8, the back-support anchoring assembly 4 is supported at the rear side of the bracket unit 2 and includes a limiting anchoring member 41 and a back-support rod 42, the bottom of the limiting anchoring member 41 is embedded into the roof structure 6, an anchoring hole 43 for the limiting anchoring member 41 to penetrate through is formed in the rear end portion of the horizontal rod body 211, the top of the limiting anchoring member 41 penetrates out of the anchoring hole 43, the back-support rod 42 is obliquely arranged between the vertical rod body 221 and the limiting anchoring member 41, the top end of the back-support rod 42 is detachably connected with the vertical rod body 221, and the bottom end of the back-support rod 42 is tightly supported at the inner side of the limiting anchoring member 41.
The limiting anchoring part 41 is made of twisted steel, the diameter of the limiting anchoring part is not smaller than 16mm, the value of the calculation result is calculated according to the support stability of the formwork, and the back support anchoring component 4 is used for fixing the support unit and the frame body, so that the formwork system is prevented from shifting when in use.
As shown in fig. 1-3 and fig. 9-10, two ends of the inclined plate keel 3 are detachably connected to keel baffles 233 at two sides, the length of the inclined plate panel 5 is not greater than that of the inclined rod 231, and the inclined plate panel 5 is detachably connected to the outer side of the inclined plate keel 3.
Referring to fig. 2-3, 5, 8, and 10, the horizontal rod baffle 212 includes a set of fixed-interval baffles and fixed-angle baffles, the set interval of the fixed-interval baffles is 200mm, and the fixed-angle baffles include a vertical rod connecting baffle 212a disposed at a connection position between the vertical rod 221 and the horizontal rod 211 when the rotation angle between the oblique rod 231 and the horizontal rod 211 is 30 °, 45 °, or 60 °.
As shown in fig. 2-3, 6, and 8, the vertical rod baffle 222 includes a fixed interval baffle and a fixed angle baffle, the fixed interval baffle is set at 200mm, and the fixed angle baffle includes an oblique rod connecting baffle 222a and a web member connecting rear baffle 222b, which are connected to the top end of the oblique rod 231 and the rear end of the transverse web member 241 when the angle of rotation between the oblique rod 231 and the horizontal rod 211 is 30 °, 45 °, or 60 °.
Referring to fig. 2 to 3, 7 and 9, the diagonal bar baffle 234 includes a fixed interval baffle and a fixed angle baffle, the fixed interval baffle is set at a distance of 200mm, and the fixed angle baffle includes a web member connecting front baffle 234a connected to the front end of the transverse web member 241 when the rotation angle between the diagonal bar body 231 and the horizontal bar body 211 is 30 °, 45 ° or 60 °.
Referring to fig. 2-3, the keel baffle 233 is an angle steel with an opening facing the lower side, the width of the angle steel is not greater than the groove width of the oblique rod 231, the keel baffle 233 comprises a second parallel limb 2p and a second perpendicular limb 2q, the lower side of the second parallel limb 2p is tightly attached to the upper side of the oblique panel 2e and is in full-weld connection, the inclined plate keel 3 is a steel pipe keel or a wood square keel, the lower side of the end part of the inclined plate keel is detachably connected with the upper side of the second perpendicular limb 2q, the inclined plate panel 5 is a wood formwork or a plywood, and the back-brace rod 42 is a channel steel with an opening facing the lower side.
In this embodiment, the horizontal rod body 211 is a channel steel No. 12, and the specification is 120mm × 53mm × 5.5 mm; the vertical rod body 221 is a No. 10 channel steel with the specification of 100mm multiplied by 48mm multiplied by 5.3 mm; the oblique rod body 231 is No. 8 channel steel, and the specification is 80mm multiplied by 43mm multiplied by 5 mm; the abdomen stay bar 24 is No. 6.5 channel steel with the specification of 65mm multiplied by 40mm multiplied by 4.8 mm; the back stay bar 42 is No. 10 channel steel with the specification of 100mm multiplied by 48mm multiplied by 5.3 mm; the main shaft rod 11, the connecting limiting sleeve 12, the various baffles and the reinforcing plate 214 are all made of Q235-grade steel. The detachable connection of the invention is bolt connection.
The first embodiment is as follows: by adopting the form of the fixed angle baffle, when the rotating angle between the oblique rod body 231 and the horizontal rod body 211 is 45 degrees, namely the supporting angle is 45 degrees, the device is suitable for the inclined plate type parapet formwork support device with common angles.
The construction method of the angle-adjustable inclined plate type parapet formwork system comprises the following construction steps:
step one, numbering various baffles respectively:
for fixed-pitch baffles:
the horizontal bar damper 212 is numbered SP1, SP2, … …, SPX;
the vertical rod baffles 222 are numbered SZ1, SZ2, … …, SZX;
the inclined rod baffle 234 is numbered as XG1, XG2, … … and XGX;
for a fixed angle baffle:
the vertical rod connecting baffle 212a in the horizontal rod baffle 212 is numbered as SZLJ30, SZLJ45 and SZLJ 60;
the diagonal rod connecting baffles 222a in the vertical rod baffles 222 are numbered as XGLJ30 °, XGLJ45 ° and XGLJ60 °; the web member connecting tailgate 222b is numbered HLJ30 °, HLJ45 ° and HLJ60 °;
the web members of the diagonal bar baffle 234 are connected with the front baffle 234a and are numbered QLJ30 degrees, QLJ45 degrees and QLJ60 degrees;
step two, according to the length of the inclined plate type parapet wall, the inclination angle of the formwork and the length of each component, fully welding a fixed interval baffle and a fixed angle baffle to a horizontal adjustable rod 21, a vertical adjustable rod 22 and an inclined adjustable rod 23 respectively, carrying out design calculation on the formwork keel, selecting the inclined plate keel and the setting interval thereof according to the calculation result, and fully welding keel baffles to the inclined adjustable rods 23;
step three, splicing the frame body:
inserting the main shaft rod 11 into the rotating shaft hole 213, connecting two adjacent horizontal adjustable rods 11 into a whole according to a designed interval, and then sleeving the connecting limiting sleeve 12 at the end part of the main shaft rod 11;
step four, adopting a fixed angle baffle, and respectively installing the horizontal adjustable rod 21, the vertical adjustable rod 22 and the oblique adjustable rod 23 on various baffles at the angle according to the determined angle of the formwork;
the horizontal rod baffle 212 and the vertical rod baffle 222 are in bolted connection by selecting baffles with the numbers of SZLJ45 degrees, XGL 45 degrees and HLJ45 degrees, and the diagonal rod baffle 234 is in bolted connection by selecting a baffle with the number of QLJ45 degrees and is respectively connected with a transverse web member and a diagonal web member;
step five, repeating the step three and the step four, and connecting the main shaft rods 11 of the adjacent frame bodies with the connecting limiting sleeves 12 of the frame body;
sixthly, placing the inclined plate panel 5 on the inclined plate keel 3 and connecting the inclined plate keel with the inclined plate panel,
and step seven, placing the installed frame body on the lower part of the inclined plate type parapet wall, inserting the limiting anchoring piece 41 into the anchoring hole 43, and connecting the back stay rod 42 to the vertical rod body and the limiting anchoring piece 41, so that the frame body system cannot move horizontally.
Example two:
different from the first embodiment, the baffle plate with fixed spacing is adopted, and the bracket device is suitable for the inclined plate type parapet wall template at an unusual angle, firstly, the tangent value is calculated according to the supporting angle, and according to the proportional relation of two right-angle sides, in the fourth step, the lower end of the vertical rod body 221 is connected with the correct horizontal rod baffle plate 212 on the horizontal rod body 211 through bolts, such as the position with the number SPX; the free end of the diagonal rod 231 is bolted to the correct vertical rod stop 222 on the vertical rod 221, as at SGX, and then the web strut 24 is bolted to the correct stop position, depending on the positional relationship.
Claims (10)
1. The utility model provides an adjustable angle's swash plate formula parapet template system which characterized in that: comprises an angle-adjustable combined support, an inclined plate keel (3) and an inclined plate panel (5), wherein the angle-adjustable combined support comprises a die carrier combined support and a rotating shaft assembly (1), the die carrier combined support comprises a frame body and a back support anchoring assembly (4),
the frame body comprises two support units (2) which have the same structure and are transversely arranged in parallel, the support units (2) are of right-angled triangular plane structures and comprise horizontal adjustable rods (21), vertical adjustable rods (22) and oblique adjustable rods (23), the rotating shaft assembly (1) comprises a main shaft rod (11) and a connecting limiting sleeve (12),
the adjustable pole of level (21) includes the horizontal pole body (211), rotates shaft hole (213), horizontal pole baffle (212) and reinforcing plate (214), the horizontal pole body (211) is fallen on roofing structure (6), rotate the preceding tip of transversely seting up at the horizontal pole body (211) in shaft hole (213), supply main shaft pole (11) transversely to run through, reinforcing plate (214) fixed connection is in the preceding tip of the horizontal pole body (211), the inboard in rotation shaft hole (213), it has reinforcing plate hole (215) to open on reinforcing plate (214), reinforcing plate hole (215) with rotate shaft hole (213) size same center and align, the length direction of the horizontal pole body (211) is followed to horizontal pole baffle (212), is provided with a set ofly at the upside interval of the horizontal pole body (211),
two ends of the main shaft rod (11) respectively penetrate through a reinforcing plate hole (215) and a rotating shaft hole (213) on two adjacent support units (2), the main shaft rod (11) can freely rotate in the reinforcing plate hole (215) and the rotating shaft hole (213), one end of the connecting limiting sleeve (12) is detachably connected with the part of the end of the main shaft rod (11) extending out of the horizontal rod body (211), the other end of the connecting limiting sleeve (12) is detachably connected with the main shaft rod (11) of the rotating shaft assembly (1) supported by adjacent angle-adjustable combinations, so that the adjacent two angle-adjustable combinations are detachably connected into a whole through the connecting limiting sleeve (12),
the vertical adjustable rod (22) comprises a vertical rod body (221) and vertical rod baffles (222), the bottom of the vertical rod body (221) is detachably connected with one horizontal rod baffle (212) of the horizontal rods, the vertical rod baffles (222) are arranged in groups at intervals on the inner side of the vertical rod body (221) along the length direction of the vertical rod body (221), a horizontal rod body adjusting section is reserved on the horizontal rod body on the rear side of the installation position of the vertical rod body (221),
the utility model discloses a telescopic rod, including slant body of rod (231), main shaft draw-in groove (232), down tube baffle (234) and fossil fragments baffle (233), the bottom of slant body of rod (231) is opened there is main shaft draw-in groove (232) that suits with the size of main shaft pole (11), main shaft draw-in groove (232) card is on main shaft pole (11) and rather than fixed connection, makes the bottom of slant body of rod (231) rotate along with main shaft pole (11), the top of slant body of rod (231) can be dismantled with one of vertical pole baffle (222) and be connected, main shaft draw-in groove (232) are provided with a set ofly along the length direction of the slant body of rod (231), at the inboard interval of slant body of rod (231), down tube baffle (234) are provided with a set ofly along the length direction of the slant body of rod (231), fossil fragments baffle (233) are along the length direction of the slant body of rod (231), main shaft baffle (232) is provided with a set ofly, A group of oblique rods (231) are arranged at intervals on the outer side,
the support unit (2) also comprises a web stay bar (24) supported inside the right triangle, one end of the web stay bar (24) is detachably connected with one of the diagonal bar baffles (234), the other end of the web stay bar (24) is detachably connected with one of the vertical bar baffles (222) or one of the horizontal bar baffles (212),
the back-support anchoring component (4) is supported at the rear side of the support unit (2) and comprises a limiting anchoring piece (41) and a back-support rod (42), the bottom of the limiting anchoring piece (41) is embedded into the roof structure (6), an anchoring hole (43) for the limiting anchoring piece (41) to penetrate through is formed in the rear end part of the horizontal rod body (211), the top part of the limiting anchoring piece (41) upwards penetrates out of the anchoring hole (43), the back-support rod (42) is obliquely arranged between the vertical rod body (221) and the limiting anchoring piece (41), the top end of the back-support rod (42) is detachably connected with the vertical rod body (221), and the bottom end of the back-support rod (42) is tightly propped against the inner side of the limiting anchoring piece (41),
the both ends of swash plate fossil fragments (3) can be dismantled respectively and connect on fossil fragments baffle (233) of both sides, and the length of swash plate panel (5) is not more than the length of the slant body of rod (231), swash plate panel (5) can be dismantled with the outside of swash plate fossil fragments (3) and be connected.
2. The adjustable angle swash plate daughter wall template system of claim 1, wherein: the main shaft rod (11) is a steel pipe, an external thread is arranged at the end part of the main shaft rod (11), the size of the connecting limiting sleeve (12) is matched with that of the main shaft rod (11), an internal thread matched with the external thread of the main shaft rod (11) is arranged on the inner wall of the connecting limiting sleeve (12), and the main shaft rod (11) is in threaded connection with the connecting limiting sleeve (12).
3. The adjustable angle swash plate daughter wall template system of claim 1, wherein: the horizontal rod body (211) is a channel steel with an upward opening and comprises a horizontal bottom plate (2 a) and a horizontal groove side plate (2 b), the horizontal bottom plate (2 a) is placed on the roof structure (6), the horizontal rod baffle (212) is an angle steel with an opening facing to the rear side, the width of the angle steel is equal to the groove width of the horizontal rod body, the horizontal rod baffle (212) comprises a first horizontal limb (2 c) and a first vertical limb (2 d), the lower side of the first horizontal limb (2 c) is tightly attached to and fixedly connected with the upper side of the horizontal bottom plate (2 a), and the height of the first vertical limb (2 d) is not more than that of the horizontal groove side plate (2 b),
horizontal pole baffle (212) are including a set of fixed spacing baffle and fixed angle baffle, the interval that sets up of fixed spacing baffle is 200mm, and this fixed angle baffle includes that the pivoted angle is 30 °, 45 or when 60, the vertical pole body of rod (221) and the setting of horizontal body of rod hookup location department are connected baffle (212 a) between the slant body of rod (231) and the horizontal body of rod (211).
4. The adjustable angle swash plate daughter wall template system of claim 3, wherein: the oblique rod body (231) is a channel steel with an opening facing the inner side, the outer dimension of the channel steel of the oblique rod body (231) is not larger than the inner dimension of the channel steel of the horizontal rod body (211), the oblique rod body (231) comprises an oblique panel (2 e) and an oblique groove side plate (2 f), the spindle clamping groove (232) is formed in the bottom of the oblique groove side plate (2 f), the oblique rod baffle (234) is an angle steel with an opening facing the front side, the width of the angle steel is equal to the groove width of the oblique rod body (231), the oblique rod baffle (234) comprises a first parallel limb (2 g) and a first vertical limb (2 h), the upper side of the first parallel limb (2 g) is tightly attached to the lower side of the oblique panel (2 e) and fixedly connected with the lower side of the oblique panel (2 e), and the height of the first vertical limb (2 h) is not larger than the height of the oblique groove side plate (2 f).
5. The adjustable angle swash plate daughter wall template system of claim 4, wherein: the vertical rod body (221) is a channel steel with an opening facing the inner side and comprises a vertical bottom plate (2 i) and a vertical groove side plate (2 j), the vertical rod baffle (222) is an angle steel with the opening facing the front side, the width of the angle steel is equal to the groove width of the vertical rod body (221), the vertical rod baffle (222) comprises a second horizontal limb (2 k) and a second vertical limb (2L), the inner side of the second vertical limb (2L) is tightly attached to the outer side of the vertical bottom plate (2 i) and fixedly connected with the outer side of the vertical bottom plate, and the width of the second horizontal limb (2 k) is not larger than the width of the vertical groove side plate (2 j).
6. The adjustable angle swash plate daughter wall template system of claim 5, wherein: abdomen vaulting pole (24) are including horizontal web member (241) and slant web member (242), the rear end of horizontal web member (241) can be dismantled with one of them vertical pole baffle (222) and be connected, and the front end of horizontal web member (241) can be dismantled with one of them down tube baffle (234) and be connected, the bottom of slant web member (242) can be dismantled with the horizontal body of rod (211) of vertical body of rod (221) bottom hookup location department and be connected, and the top of slant web member (242) can be dismantled with the slant body of rod (231) of the front end hookup location department of horizontal web member (241) and be connected.
7. The adjustable angle swash plate daughter wall template system of claim 6, wherein: abdomen vaulting pole (24) are the channel-section steel of opening orientation downside, prop the groove group board (2 n) including abdomen, the abdomen of horizontal web member (241) rear end props bottom plate (2 m) and can dismantle with second horizontal limb (2 k) and be connected, and the abdomen of horizontal web member (241) front end props bottom plate (2 m) and can dismantle with perpendicular limb (2 h) and be connected.
8. The adjustable angle swash plate daughter wall template system of claim 7, wherein:
the vertical rod baffle (222) comprises a fixed interval baffle and a fixed angle baffle, the fixed interval baffle is set at 200mm, the fixed angle baffle comprises an inclined rod connecting baffle (222 a) and a web member connecting rear baffle (222 b), the inclined rod connecting baffle (222 a) is connected with the mounting position when the rotating angle between the inclined rod body (231) and the horizontal rod body (211) is 30 degrees, 45 degrees or 60 degrees, the top end of the inclined rod body (231) rotates to the mounting position, and the web member connecting rear baffle (222 b) is connected with the rear end of the transverse web member (241),
the down tube baffle (234) is including fixed interval baffle and fixed angle baffle, the interval that sets up of fixed interval baffle is 200mm, and this fixed angle baffle includes that when the angle of rotation is 30, 45 or 60 between the slant body of rod (231) and the horizontal body of rod (211), the web member that the front end of horizontal web member (241) is connected connects preceding baffle (234 a).
9. The adjustable angle swash plate daughter wall template system of claim 8, wherein: keel baffle (233) are the opening angle steel towards the downside, and the width of angle steel is not more than the groove width of the slant body of rod (231), keel baffle (233) includes the parallel limb of second (2 p) and the perpendicular limb of second (2 q), the downside of the parallel limb of second (2 p) is hugged closely and fixed connection with the upside of slant panel (2 e), swash plate keel (3) are steel pipe keel or flitch fossil fragments, and its tip downside can be dismantled with the upside of the perpendicular limb of second (2 q) and be connected, swash plate panel (5) are plank sheathing or plywood, back vaulting pole (42) are the channel-section steel of opening towards the downside.
10. A method for constructing the angle-adjustable slope daughter wall form system as claimed in claim 9, wherein the construction steps are as follows:
step one, numbering various baffles respectively:
for fixed-pitch baffles:
the horizontal rod baffle (212) is numbered as SP1, SP2, … … and SPX;
the vertical rod baffles (222) are numbered as SZ1, SZ2, … … and SZX;
the number of the inclined rod baffle (234) is XG1, XG2, … … and XGX;
for fixed angle baffles:
the number of the vertical rod connecting baffle (212 a) in the horizontal rod baffle (212) is SZLJ30 degrees, SZLJ45 degrees and SZLJ60 degrees;
the inclined rod connecting baffle (222 a) in the vertical rod baffle (222) is numbered as XGL 30 degrees, XGL 45 degrees and XGL 60 degrees; the web connecting tailgate (222 b) is numbered HLJ30 °, HLJ45 ° and HLJ60 °;
the web members in the diagonal bar baffle (234) are connected with the front baffle (234 a) in numbers of QLJ30 degrees, QLJ45 degrees and QLJ60 degrees;
step two, respectively and fixedly connecting a fixed-interval baffle and a fixed-angle baffle to a horizontal adjustable rod (21), a vertical adjustable rod (22) and an oblique adjustable rod (23) according to the length of the inclined-plate parapet, the inclination angle of the formwork and the lengths of all members, carrying out design calculation on the formwork keel, selecting the inclined-plate keel and the setting interval thereof according to the calculation result, and fixedly connecting the keel baffle to the oblique adjustable rod (23);
step three, splicing the frame body:
inserting a main shaft rod (11) into a rotating shaft hole (213), connecting two adjacent horizontal adjustable rods (11) into a whole according to a designed interval, and then sleeving a connecting limiting sleeve (12) at the end part of the main shaft rod (11);
if the fixed angle baffle is adopted, respectively installing the horizontal adjustable rod (21), the vertical adjustable rod (22) and the oblique adjustable rod (23) on various baffles at the angle according to the determined angle of the supporting formwork; if the baffles with fixed intervals are adopted, the tangent value is calculated according to the support angle, various baffles with proper numbers are selected according to the proportional relation of two right-angle sides, and the horizontal adjustable rod (21), the vertical adjustable rod (22) and the oblique adjustable rod (23) are respectively installed on various baffles at the positions;
step five, repeating the step three and the step four, and connecting the main shaft rod (11) of the adjacent frame body with the connecting limiting sleeve (12) of the frame body;
sixthly, placing the sloping plate panel (5) on the sloping plate keel (3) and connecting with the sloping plate keel,
and seventhly, placing the installed frame body on the lower part of the inclined plate type parapet wall, inserting the limiting anchoring piece (41) into the anchoring hole (43), and connecting the back stay bar (42) to the vertical bar body and the limiting anchoring piece (41) so that the frame body system cannot move horizontally.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210562536.7A CN114961236B (en) | 2022-05-23 | 2022-05-23 | Inclined plate parapet template system with adjustable angle and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210562536.7A CN114961236B (en) | 2022-05-23 | 2022-05-23 | Inclined plate parapet template system with adjustable angle and construction method thereof |
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| CN114961236B CN114961236B (en) | 2024-05-14 |
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Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4996770A (en) * | 1990-01-05 | 1991-03-05 | Economy Forms Corporation | Method of assembling a concrete form brace |
| US20060201743A1 (en) * | 2005-03-11 | 2006-09-14 | Dell Erba Peter H | Brace for concrete forms |
| CN201152024Y (en) * | 2008-01-31 | 2008-11-19 | 中建一局集团建设发展有限公司 | Oblique wall ledger beam strutting piece |
| CN202787968U (en) * | 2012-07-05 | 2013-03-13 | 中建一局集团建设发展有限公司 | Changeable-angle adjusting type template inclined support |
| CN108571163A (en) * | 2017-03-09 | 2018-09-25 | 天津城建大学 | A kind of raw-soil loam wall U-shaped resistance column and sliding slot template system |
| CN207905350U (en) * | 2018-01-31 | 2018-09-25 | 中国建筑第二工程局有限公司 | A kind of wall form ruggedized construction |
| CN109235927A (en) * | 2018-11-08 | 2019-01-18 | 中建四局第五建筑工程有限公司 | A kind of tool-type Sloping roof form bracing system |
| CN211850824U (en) * | 2019-12-23 | 2020-11-03 | 中国建筑第二工程局有限公司 | Supporting unit and supporting device |
| US20200386004A1 (en) * | 2019-06-05 | 2020-12-10 | Midwest Concrete & Masonry Supply, Inc. | Foldable brace for tieless one-sided wall forming |
| CN113445731A (en) * | 2021-07-20 | 2021-09-28 | 上海建工一建集团有限公司 | Single-side formwork supporting system and using method thereof |
| CN215443141U (en) * | 2021-08-31 | 2022-01-07 | 佛山市南海赛时达实业有限公司 | Iron fixed bolster convenient to installation |
-
2022
- 2022-05-23 CN CN202210562536.7A patent/CN114961236B/en active Active
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4996770A (en) * | 1990-01-05 | 1991-03-05 | Economy Forms Corporation | Method of assembling a concrete form brace |
| US4996770B1 (en) * | 1990-01-05 | 1997-05-06 | Wilian Holding Co | Method of assembling a concrete form brace |
| US20060201743A1 (en) * | 2005-03-11 | 2006-09-14 | Dell Erba Peter H | Brace for concrete forms |
| CN201152024Y (en) * | 2008-01-31 | 2008-11-19 | 中建一局集团建设发展有限公司 | Oblique wall ledger beam strutting piece |
| CN202787968U (en) * | 2012-07-05 | 2013-03-13 | 中建一局集团建设发展有限公司 | Changeable-angle adjusting type template inclined support |
| CN108571163A (en) * | 2017-03-09 | 2018-09-25 | 天津城建大学 | A kind of raw-soil loam wall U-shaped resistance column and sliding slot template system |
| CN207905350U (en) * | 2018-01-31 | 2018-09-25 | 中国建筑第二工程局有限公司 | A kind of wall form ruggedized construction |
| CN109235927A (en) * | 2018-11-08 | 2019-01-18 | 中建四局第五建筑工程有限公司 | A kind of tool-type Sloping roof form bracing system |
| US20200386004A1 (en) * | 2019-06-05 | 2020-12-10 | Midwest Concrete & Masonry Supply, Inc. | Foldable brace for tieless one-sided wall forming |
| CN211850824U (en) * | 2019-12-23 | 2020-11-03 | 中国建筑第二工程局有限公司 | Supporting unit and supporting device |
| CN113445731A (en) * | 2021-07-20 | 2021-09-28 | 上海建工一建集团有限公司 | Single-side formwork supporting system and using method thereof |
| CN215443141U (en) * | 2021-08-31 | 2022-01-07 | 佛山市南海赛时达实业有限公司 | Iron fixed bolster convenient to installation |
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| CN114961236B (en) | 2024-05-14 |
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