CN117005679B - Broad-width special-shaped beam structure and combined template thereof - Google Patents
Broad-width special-shaped beam structure and combined template thereof Download PDFInfo
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- CN117005679B CN117005679B CN202310975637.1A CN202310975637A CN117005679B CN 117005679 B CN117005679 B CN 117005679B CN 202310975637 A CN202310975637 A CN 202310975637A CN 117005679 B CN117005679 B CN 117005679B
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- 230000000149 penetrating effect Effects 0.000 claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 40
- 239000010959 steel Substances 0.000 claims description 40
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 230000005389 magnetism Effects 0.000 claims description 5
- 238000007789 sealing Methods 0.000 claims description 4
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 3
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 3
- 241001330002 Bambuseae Species 0.000 claims description 3
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 3
- 239000011425 bamboo Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 claims description 2
- 206010066054 Dysmorphism Diseases 0.000 claims 2
- 239000002131 composite material Substances 0.000 claims 2
- 230000001788 irregular Effects 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 12
- 230000008093 supporting effect Effects 0.000 description 7
- 230000000694 effects Effects 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 239000002023 wood Substances 0.000 description 4
- 230000000452 restraining effect Effects 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 238000009415 formwork Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
Classifications
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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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
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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
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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
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/075—Tying means, the tensional elements of which are fastened or tensioned by other means
- E04G17/0755—Tying means, the tensional elements of which are fastened or tensioned by other means the element consisting of several parts
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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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/08—Forming boards or similar elements, which are collapsible, foldable, or able to be rolled up
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention relates to a wide special-shaped beam structure and a combined template thereof, wherein the combined template comprises a template body, a fixed support plate and a movable support plate which are arranged front and back are arranged on one side surface of the template body, movable bolts are installed in the movable support plate in a penetrating manner, bolts are installed in the middle of the other side surface of the template body, an auxiliary sleeve column is connected to the other side of the template body through the bolts, the auxiliary sleeve column comprises a rear plate, the surface of the rear plate is fixedly connected with an internally hollow object placing plate, an internal part is stored in the object placing plate, a constraint groove is fixedly connected to the surface of the object placing plate, an inserting hole is formed in the rear plate in a penetrating manner, the number of bolts used in the assembling and combining process of the template body can be reduced through the matching use of the auxiliary sleeve plate and the internal part, the assembling and disassembling process can be simplified, the inclined support structure can be generally planarized, and the occupied space after the template is assembled and combined can be reduced.
Description
Technical Field
The invention relates to a wide special-shaped beam structure and a combined template thereof, in particular to a wide special-shaped beam structure and a combined template thereof applied to the field of buildings.
Background
The cross section of the special-shaped beam is special-shaped, including but not limited to a basket beam, a cross beam, a T-shaped beam, an L-shaped beam and an arc beam, the special-shaped beam with large wide span can be required in the actual operation process to meet the actual design requirement, and the corresponding combined template is required in the manufacturing process of the special-shaped beam with large wide span, so that the special-shaped beam with large width is suitable for the shape structure of the special-shaped beam with large width, and complicated combined assembly treatment is required to be carried out by using a single template.
In order to solve the problem of complicated assembly, the market generally adopts bolt connection and adopts the combination design of diagonal bracing to meet the requirements of special-shaped assembly and fixed templates, and has a certain market occupation ratio.
The specification of Chinese patent No. CN201610517818.X discloses a building construction template, which comprises a shear wall template body; the bottom between two adjacent rib bars in this shear force wall template body is provided with rather than swivelling joint complex positioning seat, the other end of positioning seat outwards extends a locating plate, the tip of positioning seat is provided with a bracing piece, and this bracing piece is whole hollow tubular structure, the other end of bracing piece is provided with one and cup joints complex adjusting nut rather than, rather than connecing complex screw rod soon in this adjusting nut. The invention has reasonable structural design, is very convenient to prop up, does not need to adopt a large amount of reinforcing materials as support, is very time-saving and labor-saving, greatly reduces the construction cost, has simpler demolding process, greatly improves the working efficiency of pouring the shear wall, is convenient to store and transport, and is very convenient to transport.
In the use process of the formwork, the triangular supports related to the diagonal braces have certain stability to overcome the problem of slurry leakage when concrete is poured, but the diagonal braces are more in use quantity, and the diagonal braces are more in number of bolts for disassembly and assembly, so that the whole operation is complicated, the size of a single bolt is small, and the single bolt is easy to lose.
Content of the application
Aiming at the prior art, the invention aims to solve the technical problems of simplifying the supporting structure which is needed to be used when the special-shaped beam template is assembled and used, reducing the use quantity of the whole bolts and simplifying the disassembly and assembly process of the template.
In order to solve the problems, the invention provides a wide special-shaped beam structure, which comprises a cross beam body, wherein reinforcing ribs which are vertically and horizontally arranged are arranged in the cross beam body, the section of each reinforcing rib is of an arc-shaped design which is arched upwards, an outer sheath is sleeved outside each reinforcing rib, and the outer sheath is woven by bamboo materials.
The invention provides a combined template, which comprises a template body, wherein a fixed support plate and a movable support plate which are arranged front and back are arranged on one side surface of the template body, a movable bolt is arranged in the movable support plate in a penetrating manner, a bolt is arranged in the middle of the other side surface of the template body, an auxiliary sleeve column is connected to the other side of the template body through the bolt, the auxiliary sleeve column comprises a rear plate, the surface of the rear plate is fixedly connected with an internally hollow object placing plate, an internal part is stored in the object placing plate, a constraint groove provided with an inwards sinking groove is fixedly connected to the surface of the object placing plate, a penetrating screw hole is formed in the constraint groove, an inserting hole is formed in the rear plate in a penetrating manner, and the aperture value of the inserting hole is 1.1 times of the external diameter value of the movable bolt.
In the combined template, through the auxiliary sleeve plate used in the template body assembling and combining process and the matched use of the built-in parts, the number of bolts used in the template body assembling and combining process can be reduced, the disassembling and assembling process is simplified, the diagonal bracing supporting structure can be flattened generally, and the occupied space of the template after assembling and combining is reduced.
As a further improvement of the application, the movable support plate is rotationally connected with one side surface of the template body through the shaft rod, the fixed support plate is fixedly connected with one side surface of the template body, and the screw hole is positioned on the same axis as the movable bolt when the auxiliary sleeve column is vertically placed.
As a still further improvement of the application, the horizontal distance value between the fixed support plate and the movable support plate is smaller than the length value of the movable bolt, and the horizontal distance value between the fixed support plate and the movable support plate is larger than the section width value of the auxiliary sleeve.
As a further improvement of the application, the built-in part comprises a containing steel plate with a hollow inside, the inside of the containing steel plate is connected with a sliding steel plate in a sliding way, the end part of the sliding steel plate is connected with an annular column, the surface of the containing steel plate is provided with a one-way pipe and a discharge pipe positioned on one side of the one-way pipe, the one-way pipe is internally provided with a one-way valve, and the inside of the discharge pipe is connected with a sealing plug in a threaded way.
As a still further improvement of the application, the tail ends of the accommodating steel plates are provided with magnetic attraction blocks, the magnetism of each magnetic attraction block at the tail end of each accommodating steel plate is different, and the length value of the annular column and the width value of each accommodating steel plate are smaller than the height value of the inward-sinking groove when the constraint groove is horizontally placed.
As a further improvement of the application, a movable rod which is arranged front and back is arranged on one side of the template body, the surface of the front movable rod is connected with an adjusting support plate, the surface of the rear movable rod is connected with the surface of the movable support plate, the surface of the movable support plate is connected with an outer screw sleeve, the inner part of the outer screw sleeve is connected with an inner screw rod, the surface of the adjusting support plate is provided with a threaded hole with a depth value smaller than the thickness of the adjusting support plate, and the threaded hole is matched with the inner screw rod.
As a further improvement of the application, the movable rod comprises a movable shaft rod connected with the surface of the template body, and the surface of the movable shaft rod is connected with an elastic sleeve.
In summary, the beneficial effects of the application are as follows:
(1) The prior bolting and rigid clamping operation is improved, the deflection effect of the movable support plate is utilized, so that the relative operation space required by splicing the combined templates is reduced, the use quantity of bolts is greatly reduced, the supporting effect of the exterior of the templates is realized by utilizing the auxiliary sleeve column when the special-shaped beams are poured with concrete, the diagonal bracing is avoided, the bolts required by diagonal bracing installation are further reduced, and the use quantity of the integral bolts is further reduced;
(2) When the template is assembled and combined, an auxiliary sleeve column carried by the other template body is placed in a gap between the fixed support plate and the movable support plate, then the movable support plate is shifted, and the movable bolt is rotated, so that the movable bolt penetrates through a screw hole on the surface of the constraint groove until the movable bolt is connected with a corresponding threaded small hole arranged on the surface of the movable support plate, two adjacent template bodies are spliced, and then the operation is repeated until the template assembly operation of the special-shaped beam with the straight section is completed;
(3) Taking down the auxiliary sleeve plate, buckling the plug holes on the surface of the rear plate to the movable bolts remained outside the movable support plate, taking out the built-in parts from the inside of the object placing plate, adjusting the accommodating steel plate and the sliding steel plate to a proper length, placing the end parts in the inward concave grooves in the constraint grooves in a horizontal placement state, clamping and restraining and fixing the end parts by utilizing the wedge-shaped wood blocks, then injecting water into the accommodating steel plate through the unidirectional pipe, filling the space remained in the accommodating steel plate, and further providing corresponding supporting and resisting effects when filling and pouring concrete into the inner side of the template later;
(4) When the special-shaped beam with a certain radian is processed, the adjusting support plate and the movable support plate synchronously swing according to an arc line planned in advance by using the support of the movable rod, and in the process, the elastic sleeve is respectively extruded and stretched to ensure that the inner screw rod and the outer screw sleeve can smoothly bolt the adjusting support plate and the movable support plate.
Drawings
FIG. 1 is a top view of a cross beam body according to embodiment 1 of the present application;
FIG. 2 is a cross-sectional view of a reinforcing bar and an outer jacket according to embodiment 1 of the present application;
FIG. 3 is a schematic view showing the use state of embodiment 1 of the present application;
FIG. 4 is a prior art schematic diagram of embodiment 1 of the present application;
FIG. 5 is an exploded view of an auxiliary column according to embodiment 1 of the present application;
FIG. 6 is a schematic view showing the installation of a formwork body, a fixed support plate, a movable bolt and an auxiliary sleeve according to embodiment 1 of the present application;
FIG. 7 is a schematic view showing the assembly of the insert according to embodiment 1 of the present application;
fig. 8 is a schematic view showing a state in which the insert of embodiment 1 of the present application is supported;
FIG. 9 is a schematic view of a template body member according to embodiment 1 of the present application in a removed state;
fig. 10 is a schematic structural view of embodiment 2 of the present application;
FIG. 11 is a schematic view showing installation of an adjusting support plate, a movable shaft and an elastic sleeve according to embodiment 2 of the present application;
fig. 12 is a schematic view showing an operation state of embodiment 2 of the present application.
The reference numerals in the figures illustrate:
1. a cross beam body; 2. an outer sheath; 3. reinforcing ribs; 4. a template body; 41. fixing the support plate; 42. a movable support plate; 43. a movable bolt; 44. an outer screw sleeve; 45. an inner screw; 46. a movable rod; 47. adjusting the support plate; 461. a movable shaft lever; 462. an elastic sleeve; 5. an auxiliary sleeve column; 51. a rear plate; 52. a storage plate; 53. a plug hole; 54. a screw hole; 55. a restraining groove; 6. an inner member; 61. an annular column; 62. sliding the steel plate; 63. a unidirectional tube; 64. accommodating a steel plate; 65. and a discharge pipe.
Detailed Description
2 Embodiments of the present application will be described in detail with reference to the accompanying drawings.
Embodiment 1:
Fig. 1-2 show that the invention provides a wide special-shaped beam structure, which comprises a cross beam body 1, wherein reinforcing ribs 3 which are vertically and horizontally arranged are arranged in the cross beam body 1, the section of each reinforcing rib 3 is of an arc-shaped design which is arched upwards, an outer sheath 2 is sleeved outside the reinforcing rib 3, and the outer sheath 2 is woven by bamboo materials.
Specifically, the reinforcing rib 3 with the upper arch design can be used for resisting the middle sinking acting force of the cross beam body 1 with the wide large-span design, so that the stability of the wide large-span special-shaped beam is ensured;
In addition, the outer sheath 2 is designed to strengthen the adhesion of concrete.
Fig. 3-9 show that the invention provides a combined template, which comprises a template body 4, wherein a fixed support plate 41 and a movable support plate 42 which are arranged front and back are arranged on one side surface of the template body 4, a movable bolt 43 is arranged in the movable support plate 42 in a penetrating way, a bolt is arranged in the middle of the other side surface of the template body 4, an auxiliary sleeve column 5 is connected to the other side of the template body 4 through the bolt, the auxiliary sleeve column 5 comprises a rear plate 51, an internal hollow object placing plate 52 is fixedly connected to the surface of the rear plate 51, an internal part 6 is stored in the interior of the object placing plate 52, a constraint groove 55 provided with an inward groove is fixedly connected to the surface of the object placing plate 52, a penetrating screw hole 54 is arranged in the constraint groove 55, an inserting hole 53 is arranged in the rear plate 51 in a penetrating way, the aperture value of the inserting hole 53 is 1.1 times the outer diameter value of the movable bolt 43, the movable support plate 42 is rotationally connected with one side surface of the template body 4 through a shaft rod, the fixed support plate 41 is fixedly connected with one side surface of the template body 4, the bolt 54 is positioned on the same axis as the movable bolt 43 when the auxiliary sleeve column 5 is vertically placed.
Specifically, when the template body 4 is used for assembling and combining, the movable support plate 42 is pulled out, so that an auxiliary sleeve column 5 carried by the other template body 4 can smoothly enter a gap between the fixed support plate 41 and the movable support plate 42, then the movable support plate 42 is pulled, the auxiliary sleeve column 5 is clamped and restrained by matching with the fixed support plate 41, the movable bolt 43 is rotated, the movable bolt 43 penetrates through a screw hole 54 on the surface of the restraining groove 55 until the movable bolt 43 is connected with a corresponding threaded small hole arranged on the surface of the movable support plate 42, two adjacent template bodies 4 are spliced, and then the operation is repeated until the template assembling operation of the special-shaped beam with the straight section is completed;
In addition, when dismantling the concatenation fine template, reverse rotation movable bolt 43 removes the connected action between fixed extension board 41, movable extension board 42 and the supplementary loop column 5 to dial out movable extension board 42, make adjacent template body 4 need not take place long distance's motion in opposite directions and can realize breaking away from the operation promptly (that is, the operation displacement that needs when breaking away from needs be greater than the length value of two template bodies 4), compare with traditional bolted connection, simplify and demolish the work load, compare with traditional gomphosis connection, reduce and demolish the required operating space, make the concatenation of template demolish more convenient.
The horizontal distance between the fixed stay 41 and the movable stay 42 is smaller than the length of the movable bolt 43, and the horizontal distance between the fixed stay 41 and the movable stay 42 is larger than the section width of the auxiliary stay 5.
Specifically, the dimension data of the movable bolt 43 makes it still remain that part of the dimension data is located at the outer side of the movable support plate 42 for buckling and inserting the auxiliary sleeve 5 even in the state of connecting the movable support plate 42, the fixed support plate 41 and the auxiliary sleeve 5, thereby enhancing the horizontal connection stability between the adjacent template bodies 4 and providing the installation effect for the subsequent supporting structure.
The built-in part 6 comprises a containing steel plate 64 with a hollow inside, the inside of the containing steel plate 64 is connected with a sliding steel plate 62 in a sliding way, the end part of the sliding steel plate 62 is connected with an annular column 61, the surface of the containing steel plate 64 is provided with a one-way pipe 63 and a discharge pipe 65 positioned on one side of the one-way pipe 63, the one-way valve is arranged in the one-way pipe 63, and the inner thread of the discharge pipe 65 is connected with a sealing plug.
Specifically, after the template assembly is completed, the auxiliary sleeve column 5 on the surface of the outermost template body 4 is taken down, the inserting holes 53 on the surface of the rear plate 51 are buckled to the movable bolts 43 remained outside the movable support plate 42, so that the constraint grooves 55 face outwards, the built-in parts 6 are taken out from the inside of the object placing plate 52, the containing steel plates 64 and the sliding steel plates 62 are adjusted to be in proper lengths, the end parts are placed in the inwards-sunk grooves in the constraint grooves 55 in the horizontal placement state, the end parts are clamped and constrained and fixed by using wedge-shaped wood blocks, then water is injected into the containing steel plates 64 through the unidirectional pipes 63, the residual space in the containing steel plates 64 is filled up, and then corresponding supporting and resisting effects are provided when the inner side of the template is filled with poured concrete in the follow-up process, meanwhile, the use of the inclined support is simplified when the inclined support is used, the use of the bolts required when the inclined support is avoided, the use quantity of the bolts is reduced, the auxiliary supporting structure required when the template assembly is assembled is simplified, and the space occupied by the inclined support structure is reduced;
When the spliced templates are required to be dismantled, the sealing plug is opened, the water body inside the accommodating steel plate 64 is released, the wedge-shaped wood blocks are taken out of the inward-sinking grooves, the sliding steel plate 62 is taken in the accommodating steel plate 64 again, the sliding steel plate is put in the storage plate 52, then the auxiliary sleeve column 5 inserted on the surface of the movable bolt 43 is taken down, and the sliding steel plate is connected to the surface of the template body 4 again in a threaded mode.
The tail end of the accommodating steel plate 64 is provided with magnetic attraction blocks, the magnetism of each magnetic attraction block at the tail end of the accommodating steel plate 64 is different, and the length value of the annular column 61 and the width value of the accommodating steel plate 64 are smaller than the height value of the inward recess when the constraint groove 55 is horizontally placed.
Specifically, the design of piece is inhaled to magnetism can be when single built-in piece 6 length is not enough, splice into a whole with two built-in pieces 6 through the magnetism and realize the support of bigger span, strengthen the support guard action, avoid the emergence of leakage accident, and the size design of annular post 61 and holding steel sheet 64 for the wedge wood piece gets into in the recess and carries out spacing joint and become possible.
Embodiment 2:
Fig. 10 to 12 show, wherein the same or corresponding parts as in embodiment 1 are denoted by the corresponding reference numerals as in embodiment 1, and only the points of distinction from embodiment 1 are described below for the sake of brevity. This 2 nd embodiment differs from the 1 st embodiment in that: the movable rod 46 that the one side of template body 4 arranged around was arranged, and the surface of preceding movable rod 46 is connected with and adjusts extension board 47, and the surface of back movable rod 46 is connected with the surface of movable extension board 42, and the surface of movable extension board 42 is connected with outer swivel nut 44, and the internal connection of outer swivel nut 44 has interior screw 45, adjusts the surface of extension board 47 and is equipped with the screw hole that the depth value is less than the thickness of adjusting the extension board 47, and screw hole and interior screw 45 assorted.
The movable rod 46 comprises a movable shaft lever 461 connected with the surface of the template body 4, and an elastic sleeve 462 is connected with the surface of the movable shaft lever 461.
Specifically, in the present embodiment, the tail end of the movable bolt 43 does not penetrate to the front of the movable support plate 42, and is only exposed to the outside of the movable support plate 42 to provide support for the fastening auxiliary socket 5;
The outer screw sleeve 44 and the inner screw 45 are distributed above and below the auxiliary sleeve 5, and since the height of the auxiliary sleeve 5 is smaller than the movable support plate 42, a sufficient space is left for installing the outer screw sleeve 44 and the inner screw 45;
When the special-shaped beam with a certain radian is processed, the adjusting support plate 47 and the movable support plate 42 synchronously swing according to the arc planned in advance by utilizing the support of the movable rod 46, then the upper inner screw rod 45 is rotated and connected with the threaded hole, in the process, the elastic sleeve 462 positioned in front is extruded, the elastic sleeve 462 positioned in rear is stretched, so that the inner screw rod 45 and the outer screw sleeve 44 can be smoothly bolted to the adjusting support plate 47 and the movable support plate 42, the radian design is ensured, the template body 4 is placed down, the lower outer screw sleeve 44 and the inner screw rod 45 are connected, and the connection stability of the movable support plate 42 and the adjusting support plate 47 is ensured.
The present application is not limited to the above-described embodiments, which are adopted in connection with the actual demands, and various changes made by the person skilled in the art without departing from the spirit of the present application are still within the scope of the present application.
Claims (3)
1. The utility model provides a combination template of broad width dysmorphism roof beam structure, broad width dysmorphism roof beam structure is including cross beam body (1), its characterized in that: reinforcing ribs (3) which are vertically and horizontally arranged are arranged in the cross beam body (1), the section of each reinforcing rib (3) is of an arc-shaped design which is arched upwards, an outer sheath (2) is sleeved outside each reinforcing rib (3), and the outer sheath (2) is woven by bamboo materials;
The combined template for manufacturing the wide irregular beam structure comprises a template body (4), wherein a fixed support plate (41) and a movable support plate (42) which are arranged front and back are arranged on one side surface of the template body (4), a movable bolt (43) is arranged in the movable support plate (42) in a penetrating mode, a bolt is arranged in the middle of the other side surface of the template body (4), an auxiliary sleeve column (5) is connected to the other side of the template body (4) through the bolt, the auxiliary sleeve column (5) comprises a rear plate (51), an internal hollow object placing plate (52) is fixedly connected to the surface of the rear plate (51), an internal part (6) is stored in the object placing plate (52), a constraint groove (55) with an inward-sinking groove is fixedly connected to the surface of the object placing plate (52), a penetrating screw hole (54) is formed in the constraint groove (55), a plug hole (53) is formed in the interior of the rear plate (51), and the aperture value of the plug hole (53) is 1.1 times the outer diameter value of the movable bolt (43);
The movable support plate (42) is rotationally connected with one side surface of the template body (4) through a shaft rod, the fixed support plate (41) is fixedly connected with one side surface of the template body (4), and the screw hole (54) and the movable bolt (43) are positioned on the same axis when the auxiliary sleeve column (5) is vertically placed;
The horizontal distance value between the fixed support plate (41) and the movable support plate (42) is smaller than the length value of the movable bolt (43), and the horizontal distance value between the fixed support plate (41) and the movable support plate (42) is larger than the section width value of the auxiliary sleeve column (5);
The built-in part (6) comprises a containing steel plate (64) with a hollow inside, a sliding steel plate (62) is connected inside the containing steel plate (64) in a sliding mode, an annular column (61) is connected to the end portion of the sliding steel plate (62), a one-way pipe (63) and a discharge pipe (65) positioned on one side of the one-way pipe (63) are arranged on the surface of the containing steel plate (64), a one-way valve is arranged inside the one-way pipe (63), and a sealing plug is connected inside the discharge pipe (65) in a threaded mode;
The magnetic attraction blocks are arranged at the tail ends of the accommodating steel plates (64), the magnetism of the magnetic attraction blocks at the tail ends of the accommodating steel plates (64) is different, and the length value of the annular column (61) and the width value of the accommodating steel plates (64) are smaller than the height value of the inward-sinking groove when the constraint groove (55) is horizontally placed.
2. The composite form of a wide profile beam structure of claim 1, wherein: the movable rod (46) that the front and back was arranged has been arranged to one side of template body (4), the place ahead the surface connection of movable rod (46) has regulation extension board (47), the rear the surface of movable rod (46) is connected with the surface of movable extension board (42), the surface connection of movable extension board (42) has outer swivel nut (44), the internal connection of outer swivel nut (44) has interior screw rod (45), the surface of regulation extension board (47) is equipped with the screw hole that the degree of depth value is less than the thickness of regulation extension board (47), and screw hole and interior screw rod (45) assorted.
3. The composite form of a wide profile beam structure of claim 2, wherein: the movable rod (46) comprises a movable shaft rod (461) connected with the surface of the template body (4), and an elastic sleeve (462) is connected with the surface of the movable shaft rod (461).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310975637.1A CN117005679B (en) | 2023-08-04 | 2023-08-04 | Broad-width special-shaped beam structure and combined template thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310975637.1A CN117005679B (en) | 2023-08-04 | 2023-08-04 | Broad-width special-shaped beam structure and combined template thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN117005679A CN117005679A (en) | 2023-11-07 |
| CN117005679B true CN117005679B (en) | 2024-06-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202310975637.1A Active CN117005679B (en) | 2023-08-04 | 2023-08-04 | Broad-width special-shaped beam structure and combined template thereof |
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| CN (1) | CN117005679B (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108442391A (en) * | 2018-05-03 | 2018-08-24 | 大连理工大学 | A kind of assembling frame beam cable bolting structure and its construction method |
| CN218346525U (en) * | 2022-09-01 | 2023-01-20 | 湖北洲天建设集团有限公司 | Prestressed large-span concrete floor |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009167777A (en) * | 2008-01-15 | 2009-07-30 | Kenkichi Sato | Form panel, connecting fixture and removing fixture |
| CN213979499U (en) * | 2020-10-09 | 2021-08-17 | 中铁建工集团山东有限公司 | Superimposed sheet piece template |
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| CN219060866U (en) * | 2022-11-09 | 2023-05-23 | 湖北三强新型材料科技有限公司 | Aluminum alloy template assembling and connecting structure |
| CN218912234U (en) * | 2022-11-30 | 2023-04-25 | 中国建筑第二工程局有限公司 | Slurry leakage prevention laminated slab aluminum alloy template combining structure |
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| CN108442391A (en) * | 2018-05-03 | 2018-08-24 | 大连理工大学 | A kind of assembling frame beam cable bolting structure and its construction method |
| CN218346525U (en) * | 2022-09-01 | 2023-01-20 | 湖北洲天建设集团有限公司 | Prestressed large-span concrete floor |
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