CN117552625A - Socket type disc buckle type support frame system - Google Patents
Socket type disc buckle type support frame system Download PDFInfo
- Publication number
- CN117552625A CN117552625A CN202311569577.XA CN202311569577A CN117552625A CN 117552625 A CN117552625 A CN 117552625A CN 202311569577 A CN202311569577 A CN 202311569577A CN 117552625 A CN117552625 A CN 117552625A
- Authority
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- China
- Prior art keywords
- joist
- disc buckle
- rod
- supporting
- bolt
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 20
- 239000010959 steel Substances 0.000 claims abstract description 20
- 230000000149 penetrating effect Effects 0.000 claims abstract description 10
- 230000000712 assembly Effects 0.000 claims abstract description 3
- 238000000429 assembly Methods 0.000 claims abstract description 3
- 239000002023 wood Substances 0.000 claims description 11
- 238000010276 construction Methods 0.000 abstract description 4
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000009434 installation Methods 0.000 description 15
- 229910000838 Al alloy Inorganic materials 0.000 description 13
- 230000006872 improvement Effects 0.000 description 8
- 238000005452 bending Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 5
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/483—Supporting heads
-
- 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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/50—Girders, beams, or the like as supporting members for forms
-
- 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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/50—Girders, beams, or the like as supporting members for forms
- E04G11/52—Girders, beams, or the like as supporting members for forms of several units arranged one after another
-
- 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
-
- 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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/50—Girders, beams, or the like as supporting members for forms
- E04G2011/505—Girders, beams, or the like as supporting members for forms with nailable or screwable inserts
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention relates to the technical field of building construction, and discloses a socket type disc buckle type support frame system, which comprises the following components: the support assemblies comprise a disc buckle frame upright rod and a disc buckle frame base used for being installed on the ground, one end of the disc buckle frame upright rod is vertically installed on the disc buckle frame base, and the other end of the disc buckle frame upright rod is used for supporting engineering parts; the joist is double channel steel with an upward opening, the joist extends along the left-right direction, two ends of the joist are respectively connected with the middle parts of the two vertical rods of the two disc buckling frames, and a limiting hole penetrating along the front-back direction is formed in the joist; the limiting piece is arranged on the limiting hole in a penetrating way; at least two joist vertical rods arranged at intervals, one end of each joist vertical rod is vertically arranged on the joist, and the other end of each joist vertical rod is used for supporting an engineering piece; the joist cross rod is correspondingly arranged between the two joist vertical rods, and two ends of the joist cross rod are respectively connected with the joist vertical rods. The invention can improve the stability, construction simplicity and safety of the socket type disc buckle type supporting system.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a socket type disc buckle type support frame system.
Background
At present, socket type dish knot type support frame pole setting on the market is widely used because of advantages such as its bearing capacity is big, set up fast, security stability is high, but in the super high frame of construction such as high large-scale commodity circulation warehouse in the house building especially, secondary beam is more and the roof beam body is less, can lead to socket type dish knot type support frame pole setting interval too closely for the quantity of support frame material and labour's input can increase a lot, time limit for a project and cost increase by a wide margin, and can also increase the potential safety hazard of the in-process of setting up of support frame.
The socket-type disc buckle type supporting frame in the form of the joist can increase the distance between the vertical rods on the premise of ensuring the supporting stability and the safety, reduce the influence on the arrangement of the vertical rods due to the position of the joist, but easily cause the slippage of the joist due to the lack of limiting measures for the installation and the fixation of the joist, and even have the falling risk.
Disclosure of Invention
The purpose of the invention is that: a socket-type disc buckle type supporting frame system capable of solving the problems is designed.
In order to achieve the above object, the present invention provides a socket type disc buckle type support frame system, comprising:
the support assemblies comprise a disc buckle frame upright rod and a disc buckle frame base used for being installed on the ground, one end of the disc buckle frame upright rod is vertically installed on the disc buckle frame base, and the other end of the disc buckle frame upright rod is used for supporting engineering parts;
the joist is double channel steel with an upward opening, the joist extends along the left-right direction, two ends of the joist are respectively connected with the middle parts of the two dish buckle frame upright rods, and a limiting hole penetrating along the front-back direction is formed in the joist;
the limiting piece is arranged on the limiting hole in a penetrating way;
at least two joist vertical rods arranged at intervals, wherein one end of each joist vertical rod is vertically arranged on the joist, and the other end of each joist vertical rod is used for supporting an engineering piece;
the joist cross rod is correspondingly arranged between the two joist vertical rods, and two ends of the joist cross rod are respectively connected with the joist vertical rods.
Further, the limiting piece comprises a bolt screw rod and a bolt sheet, one end of the bolt screw rod is a limiting end, the other end of the bolt screw rod is a screw rod end, a bolt groove matched with the bolt sheet is formed in the screw rod end, and the screw rod end is connected with the bolt sheet through the bolt groove after penetrating through the limiting hole.
Further, the distance between two adjacent tray buckle frame vertical rods is 1100-1300 mm, the length of the joist is 1250-1450 mm, two limiting holes are formed in the joist, and the distance between the hole center of each limiting hole and the corresponding joist end is 165-185 mm.
Further, the device also comprises a main keel; the joist pole setting is kept away from the one end of joist is equipped with the bracket, one side of main joist install in on the bracket, the opposite side is used for supporting engineering spare, wherein the main joist is the I-steel that extends along fore-and-aft direction.
Further, the wood wedge is arranged on the bracket, one side of the wood wedge is abutted with the groove wall of the bracket, and the other side of the wood wedge is abutted with the main keel.
Further, the flange plates are arranged on the I-steel and correspondingly arranged above the joist vertical rods, and the dimension of the flange plates in the front-rear direction is 40-60 mm.
Further, one end of the joist upright rod, which is close to the wooden wedge, is also provided with a joist jacking.
Further, the vertical girder structure further comprises a counter-pulling screw rod, a first batten and at least two second battens, wherein the first battens extend along the left-right direction and are arranged above the two vertical girder structure, the second battens extend along the up-down direction and are arranged at intervals at the two ends of the first battens, the counter-pulling screw rod extends along the left-right direction and penetrates through the two second battens, and the two ends of the counter-pulling screw rod are respectively connected with the two second battens.
Further, a template is further arranged on one side of the first batten away from the joist upright rod and one side of the second batten Fang Beili of the tray buckle frame upright rod.
Further, the joist is made of 8-number double-groove steel, the diameter of the screw rod end of the bolt screw rod is 14mm, the length of the bolt screw rod is 160mm, the length of the bolt groove is 40mm, and the thickness of the bolt groove is 3mm; the projection shape of the plug pin sheet is trapezoid, the height of the plug pin sheet is 100mm, and the thickness of the plug pin sheet is 2mm.
Compared with the prior art, the socket type disc buckle type support frame system has the beneficial effects that: the socket type tray buckle type supporting frame system provided by the embodiment of the invention is provided with the limiting holes and the limiting pieces, so that the joist, the joist upright post and the tray opening type upright post can be quickly installed and removed, and meanwhile, the joist cross rod and the joist upright post are arranged above the joist, so that the stability of supporting engineering parts is improved.
Drawings
FIG. 1 is a schematic view of a socket-type disc buckle support system according to an embodiment of the present invention;
FIG. 2 is an enlarged schematic view of FIG. 1 at A;
FIG. 3 is a cross-sectional view of the joist location in a socket-type disc buckle support system according to an embodiment of the present invention;
FIG. 4 is a schematic view of a limiting aperture of a joist in a socket-type disc buckle support system according to an embodiment of the present invention;
FIG. 5 is an exploded view of a retainer in a socket type disc buckle support bracket system according to an embodiment of the present invention;
fig. 6 is a schematic view of a main runner in a socket-type disc-buckle support system according to an embodiment of the present invention;
FIG. 7 is a cross-sectional view taken in the direction B-B of FIG. 6;
fig. 8 is a sectional view in the direction C-C of fig. 6.
In the figure, 1, a supporting component; 11. a disk buckle frame upright post; 12. a tray buckle frame base; 13. a cross bar of the tray buckle frame; 2. joist; 21. a limiting hole; 3. a limiting piece; 31. a bolt screw; 311. a limiting end; 312. a screw end; 313. a latch slot; 32. a latch plate; 4. a joist upright post; 41. a bracket; 42. supporting the joist; 5. joist cross bar; 6. a main keel; 61. flange plates; 7. a wood wedge; 8. a counter-pulling screw; 91. a first batten; 92. a second batten; 93. and (5) a template.
Detailed Description
The following describes in further detail the embodiments of the present invention with reference to the drawings and examples. The following examples are illustrative of the invention and are not intended to limit the scope of the invention.
In the description of the present invention, it should be understood that the orientation or positional relationship indicated by the terms "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. in the present invention are based on the orientation or positional relationship shown in the drawings, are merely for convenience of describing the present invention and simplifying the description, and do not indicate or imply that the apparatus or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present invention.
In the description of the present invention, it should be understood that the terms "connected," "fixed," and the like are used in the present invention in a broad sense, and for example, may be fixedly connected, detachably connected, or integrated; the mechanical connection can be realized, and the welding connection can be realized; either directly or indirectly, through intermediaries, or both, may be in communication with each other or in interaction with each other, unless expressly defined otherwise. The specific meaning of the above terms in the present invention can be understood by those of ordinary skill in the art according to the specific circumstances.
The terms "first", "second", etc. are used in the present invention to describe various information, but the information should not be limited to these terms, which are only used to distinguish the same type of information from each other. For example, a "first" message may also be referred to as a "second" message, and similarly, a "second" message may also be referred to as a "first" message, without departing from the scope of the invention.
Referring to fig. 1 and 2, a socket-type disc buckle type supporting frame system according to an embodiment of the present invention includes:
the device comprises at least two supporting components 1, wherein each supporting component 1 comprises a disc buckle frame upright rod 11 and a disc buckle frame base 12 which is used for being installed on the ground, one end of each disc buckle frame upright rod 11 is vertically installed on each disc buckle frame base 12, and the other end of each disc buckle frame upright rod is used for supporting engineering parts;
the joist 2 is a double channel steel with an upward opening, the joist 2 extends along the left-right direction, two ends of the joist 2 are respectively connected with the middle parts of two tray buckle frame vertical rods 11, and a limiting hole 21 penetrating along the front-rear direction is formed in the joist 2;
a limiting piece 3 penetrating through the limiting hole 21;
at least two joist vertical rods 4 arranged at intervals, wherein one end of each joist vertical rod 4 is vertically arranged on the joist 2, and the other end is used for supporting engineering parts;
the joist cross rod 5 is correspondingly arranged between the two joist vertical rods 4, and two ends of the joist cross rod 5 are respectively connected with the joist vertical rods 4.
Referring to fig. 5, in some improvements of the present application, the limiting member 3 includes a bolt screw 31 and a bolt piece 32, one end of the bolt screw 31 is a limiting end 311, the other end is a screw end 312, a bolt slot 313 adapted to the bolt piece 32 is formed in the screw end 312, and the screw end 312 is connected to the bolt piece 32 through the bolt slot 313 after passing through the limiting hole 21.
Referring to fig. 3 and 4, in some improvements of the present application, the distance between two adjacent tray buckle frame uprights 11 is 1100-1300 mm, the length of the joist 2 is 1250-1450 mm, two limiting holes 21 are formed in the joist 2, and the distance between the hole center of each limiting hole 21 and the corresponding end of the joist 2 is 165-185 mm. Specifically, the joist 2 may be set to 1350mm in length, and a limiting hole 21 is provided at each position of the channel steel 175mm from the end, so that the joist 2 does not disengage from the support of the disc buckle due to the lateral movement of the joist 2. By optimizing the length of the joist 2 and the position of the limiting hole 21, the installation efficiency and safety of the joist 2 are improved.
In some modifications of the present application, the main runner 6 is also included; one end of the joist upright 4, which is far away from the joist 2, is provided with a bracket 41, one side of the main joist 6 is arranged on the bracket 41, and the other side is used for supporting engineering parts, wherein the main joist 6 is I-steel extending along the front-back direction. The same aluminum alloy I-steel main joist 6 is also adopted at the connection support position of the vertical plate buckling frame rod 11 and the engineering piece, so that the cross section form of the main joist 6 is optimized, the bending resistance of the main joist 6 is greatly improved, the vertical and horizontal distance of the vertical plate buckling frame rod 11 at a beam plate is increased to 1200mm while the safety is ensured, the bearing capacity utilization rate of the vertical plate buckling frame rod 11 is improved, and in addition, the single length of the main joist 6 is defined to be 6.05m according to the vertical and horizontal distance of the vertical plate buckling frame rod 11 and the weight of materials.
In some improvements of the present application, the wooden wedge 7 is further included, the wooden wedge 7 is disposed on the bracket 41, one side of the wooden wedge 7 is abutted with the groove wall of the bracket 41, and the other side is abutted with the main keel 6. Two wooden wedges 7 are arranged on two sides of the main joist 6 after the main joist 6 is arranged for fixing the main joist 6, so that the section of the aluminum alloy I-beam main joist 6 is always in a vertical state, and the bending resistance of the main joist 6 is ensured.
Referring to fig. 6, 7 and 8, in some improvements of the present application, the i-steel is provided with a flange 61, the flange 61 is correspondingly disposed above the joist upright 4, and the dimension of the flange 61 in the front-rear direction is 40-60 mm. Aiming at the situation that the main joist 6 of the aluminum alloy I-beam is easy to damage in the use process, the main joist 6 of the aluminum alloy I-beam is optimized. According to the jacking spacing of the vertical rods 11 of the disc buckle frame, a flange plate 61 with the width of 50mm is increased by 1200mm, the uneven impact resistance and the bending resistance of the flange of the aluminum alloy I-beam are increased, and the loss of the aluminum alloy I-beam is reduced.
By adopting the aluminum alloy I-beam as the main keel 6 of the support frame under the form of the double-groove steel joist 2 and arranging the aluminum alloy I-beam in the beam extending direction under the concrete beam, the use range of the corresponding beam section of the form of the double-groove steel joist 2 is increased, and the stability and the bending resistance of the main keel 6 are ensured by using the wooden wedge 7, so that the vertical and horizontal spacing of the vertical rods of the disc buckle type support frame can reach 1200mm at the beam plate, and the construction cost is shortened.
In some improvements of the present application, the end of the joist upright 4 near the wooden wedge 7 is further provided with a joist jacking 42.
In some improvement schemes of this application, still include to drawing screw rod 8, first side of the family of a general 91 and two at least second sides of the family of a general 92, first side of the family of a general 91 extends and locates two along the left and right direction the top of I-steel, second side of the family of a general 92 extends and the interval locates along the upper and lower direction the both ends of first side of the family of a general 91, to drawing screw rod 8 extends and wears to locate two along the left and right direction second side of the family of a general 92, to drawing screw rod 8's both ends respectively with two second sides of the family of a general 92 are connected.
In some improvements of the present application, the side of the first batten 91 facing away from the joist upright 4 and the side of the second batten 92 facing away from the dish rack upright 11 are also provided with templates 93.
In some improvements of the present application, the joist 2 is 8-gauge double-groove steel, the diameter of the screw end 312 of the bolt screw 31 is 14mm, the length is 160mm, the length of the bolt groove 313 is 40mm, and the thickness is 3mm; the projection shape of the latch plate 32 is trapezoid, the height of the latch plate 32 is 100mm, and the thickness is 2mm. In international standards, the size of the No. 8 double channel steel is 80×43×5mm. Through research and development quick detach formula locating part 3, utilize bolt screw rod 31 and bolt piece 32, realize that joist 2 installs the location fast and is fixed and dismantles, can also restrict the removal of joist 2 simultaneously, it is better to have a better mode than traditional bolt fastening.
The construction process flow of the invention is as follows: beam plate positioning paying-off, plate buckling frame vertical rod 11 positioning paying-off, plate buckling frame base 12 installation, plate buckling frame vertical rod 11 installation, plate buckling frame cross rod 13 installation, joist 2 installation, joist vertical rod 4 installation, joist cross rod 5 installation, joist jacking 42 installation, main joist 6 installation, wood wedge 7 installation, secondary joist installation, template 93, water stop screw and the like.
In summary, the embodiment of the invention provides a socket type disc buckle type support frame system, which is characterized in that under the condition of meeting the use requirement of the support frame system, the installation and fixing limiting measures of a double-groove steel joist 2 and the section form of a main joist 6 are improved, so that the socket type disc buckle type support frame system has the advantages of quick fixed installation and disassembly and large vertical rod spacing. The method comprises the following steps:
1. the length of the joist 2 and the position of the limiting hole 21 are optimized and defined, and the installation efficiency and safety of the joist 2 are improved; 2. the quick-dismantling type limiting fixed latch component is developed, the traditional bolt fixing mode is optimized, and the joist 2 can be quickly installed, positioned and fixed and disassembled, and meanwhile movement of the joist 2 can be limited.
3. The aluminum alloy I-beam is adopted, so that the cross section form of the main joist 6 is optimized, the bending resistance of the main joist 6 is greatly improved, the safety is ensured, the longitudinal and transverse spacing of the vertical rod at the beam plate is increased to 1200mm, and the bearing capacity utilization rate of the vertical rod is improved;
4. two wooden wedges 7 are arranged on two sides of the main keel 6 after the main keel 6 is arranged for fixing the main keel 6 so as to ensure that the section of the aluminum alloy I-beam main keel 6 is always in a vertical state and ensure the bending resistance of the main keel 6;
5. the situation that the main joist 6 of the aluminum alloy I-beam is easy to damage in the use process is optimized, a flange plate 61 with the width of 50mm is added at intervals of 1200mm according to the jacking interval, the uneven impact resistance and the bending resistance of the flange of the aluminum alloy I-beam are increased, and the loss of the aluminum alloy I-beam is reduced.
The foregoing is merely a preferred embodiment of the present invention, and it should be noted that modifications and substitutions can be made by those skilled in the art without departing from the technical principles of the present invention, and these modifications and substitutions should also be considered as being within the scope of the present invention.
Claims (10)
1. A socket-type disc-buckle type support frame system, comprising:
the support assemblies comprise a disc buckle frame upright rod and a disc buckle frame base used for being installed on the ground, one end of the disc buckle frame upright rod is vertically installed on the disc buckle frame base, and the other end of the disc buckle frame upright rod is used for supporting engineering parts;
the joist is double channel steel with an upward opening, the joist extends along the left-right direction, two ends of the joist are respectively connected with the middle parts of the two dish buckle frame upright rods, and a limiting hole penetrating along the front-back direction is formed in the joist;
the limiting piece is arranged on the limiting hole in a penetrating way;
at least two joist vertical rods arranged at intervals, wherein one end of each joist vertical rod is vertically arranged on the joist, and the other end of each joist vertical rod is used for supporting an engineering piece;
the joist cross rod is correspondingly arranged between the two joist vertical rods, and two ends of the joist cross rod are respectively connected with the joist vertical rods.
2. The socket type disc buckle type supporting frame system according to claim 1, wherein the limiting piece comprises a bolt screw rod and a bolt sheet, one end of the bolt screw rod is a limiting end, the other end of the bolt screw rod is a screw rod end, a bolt groove matched with the bolt sheet is formed in the screw rod end, and the screw rod end is connected with the bolt sheet through the bolt groove after penetrating through the limiting hole.
3. The socket type disc buckle type supporting frame system according to claim 1, wherein the distance between two adjacent disc buckle type supporting frames is 1100-1300 mm, the length of the supporting beam is 1250-1450 mm, two limiting holes are formed in the supporting beam, and the distance between the hole center of each limiting hole and the corresponding end of the supporting beam is 165-185 mm.
4. The socket type disc buckle type support frame system according to claim 1, further comprising a main keel; the joist pole setting is kept away from the one end of joist is equipped with the bracket, one side of main joist install in on the bracket, the opposite side is used for supporting engineering spare, wherein the main joist is the I-steel that extends along fore-and-aft direction.
5. The socket type disc buckle type supporting frame system according to claim 4, further comprising a wood wedge, wherein the wood wedge is arranged on the supporting groove, one side of the wood wedge is abutted with the groove wall of the supporting groove, and the other side of the wood wedge is abutted with the main keel.
6. The socket type disc buckle type supporting frame system according to claim 5, wherein the I-steel is provided with a flange plate, the flange plate is correspondingly arranged above the joist upright, and the dimension of the flange plate in the front-rear direction is 40-60 mm.
7. The socket and spigot joint type disc buckle type supporting frame system according to claim 5, wherein one end of the joist upright rod, which is close to the wooden wedge, is also provided with a joist jacking.
8. The socket type disc buckle type supporting frame system according to claim 1, further comprising a pair of pulling screws, a first batten and at least two second battens, wherein the first batten extends along the left-right direction and is arranged above the two joist uprights, the second battens extend along the up-down direction and are arranged at intervals at two ends of the first batten, the pair of pulling screws extend along the left-right direction and penetrate through the two second battens, and two ends of the pair of pulling screws are respectively connected with the two second battens.
9. The socket type disc buckle type support frame system according to claim 8, wherein a side of the first wood facing away from the joist upright and a side of the second wood Fang Beili of the disc buckle type support frame are further provided with templates.
10. The socket type disc buckle type supporting frame system according to claim 2, wherein the supporting beam is 8-shaped double-groove steel, the diameter of the screw end of the bolt screw is 14mm, the length is 160mm, the length of the bolt groove is 40mm, and the thickness is 3mm; the projection shape of the plug pin sheet is trapezoid, the height of the plug pin sheet is 100mm, and the thickness of the plug pin sheet is 2mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311569577.XA CN117552625A (en) | 2023-11-23 | 2023-11-23 | Socket type disc buckle type support frame system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311569577.XA CN117552625A (en) | 2023-11-23 | 2023-11-23 | Socket type disc buckle type support frame system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN117552625A true CN117552625A (en) | 2024-02-13 |
Family
ID=89822976
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202311569577.XA Pending CN117552625A (en) | 2023-11-23 | 2023-11-23 | Socket type disc buckle type support frame system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN117552625A (en) |
-
2023
- 2023-11-23 CN CN202311569577.XA patent/CN117552625A/en active Pending
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