CN110130633B - Telescopic disc buckle type steel pipe supporting system and construction method - Google Patents

Telescopic disc buckle type steel pipe supporting system and construction method Download PDF

Info

Publication number
CN110130633B
CN110130633B CN201910406866.5A CN201910406866A CN110130633B CN 110130633 B CN110130633 B CN 110130633B CN 201910406866 A CN201910406866 A CN 201910406866A CN 110130633 B CN110130633 B CN 110130633B
Authority
CN
China
Prior art keywords
rod
vertical
telescopic
diagonal
disc
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201910406866.5A
Other languages
Chinese (zh)
Other versions
CN110130633A (en
Inventor
翁志坚
邱晨杰
邱福祥
杨芸红
何生龙
卢如发
周继忠
王启云
陈军浩
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Railway 24th Bureau Group Shanghai Construction Investment Co ltd
Fujian University Of Science And Technology
Original Assignee
Fujian University Of Science And Technology
China Railway 24th Bureau Group Shanghai Construction Investment Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Fujian University Of Science And Technology, China Railway 24th Bureau Group Shanghai Construction Investment Co ltd filed Critical Fujian University Of Science And Technology
Priority to CN201910406866.5A priority Critical patent/CN110130633B/en
Publication of CN110130633A publication Critical patent/CN110130633A/en
Application granted granted Critical
Publication of CN110130633B publication Critical patent/CN110130633B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36Forms, 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
    • E04G11/48Supporting structures for shutterings or frames for floors or roofs
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00Shores or struts; Chocks
    • E04G25/04Shores or struts; Chocks telescopic
    • E04G25/06Shores or struts; Chocks telescopic with parts held together by positive means

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 provides a telescopic disc buckle type steel pipe supporting system, which comprises a plurality of telescopic upright rods, a plurality of disc buckle type horizontal rods, a plurality of disc buckle type vertical diagonal rods, a plurality of vertical telescopic diagonal rods, a plurality of adjustable jacking supports and a plurality of adjustable bases; the invention has simple structure, reasonable stress and convenient use, operation and reinforcement, effectively reduces the vertical heights of the top end of the adjustable jacking support and the uppermost disc buckle type horizontal rod by adjusting the height of the telescopic upright rod, improves the stable bearing capacity of the telescopic upright rod, ensures the stability of a supporting system, eliminates the influence of human factors, has good construction quality, and is safe and reliable. Meanwhile, the length of the vertical telescopic cable stayed rod is adjusted, so that the oblique tension is optimal, and the stability of the whole support system is further improved.

Description

Telescopic disc buckle type steel pipe supporting system and construction method
Technical Field
The invention relates to the technical field of constructional engineering, in particular to a telescopic disc buckle type steel pipe supporting system and a construction method.
Background
At present, in the construction engineering, a support system for a cast-in-place concrete beam slab template is mostly adopted, an adjustable jacking is arranged at the top end of a vertical rod of a fastener type steel pipe support, a bowl type steel pipe support or a disk type steel pipe support, a main rib is paved on the adjustable jacking, a secondary rib is arranged on the main rib, and then the beam slab template is installed on the secondary rib. The fastening type steel pipe bracket system has the advantages that the fastening degree of the fastening type steel pipe bracket system is greatly influenced by human factors, and the overall rigidity and stability of the supporting system are poor; the bowl-buckling type steel pipe support system or the dish-buckling type steel pipe support system is little affected by human factors, but the length adjustment of the support vertical rod is difficult in the two support systems, the cantilever length of the uppermost horizontal rod is too large in the process that the adjustable jacking of the top of the support vertical rod extends out, so that the stable bearing capacity of the support system is reduced, the construction quality and the safety are affected, potential safety hazards are brought to the formwork support construction, and even the support system collapses, for example, application number: 201820409371.9, publication No.: 208088799U, publication date: 2018.11.13 discloses a disc buckle type steel pipe support supporting structure, wherein the upright rods and the inclined rods of the disc buckle type steel pipe support supporting structure are fixed and cannot be adjusted, and the defects exist. And traditional scalable steel pipe supports pole setting, owing to lack the horizon bar connection between the pole setting, the wholeness is poor, and construction safety is difficult to guarantee.
Disclosure of Invention
The invention aims to solve the technical problems of providing a telescopic disc buckle type steel pipe supporting system and a construction method, which have the advantages of simple structure, convenient operation, high work efficiency, elimination of human factor influence, good construction quality, safety and reliability.
The invention is realized in the following way: a telescopic disc buckle type steel tube supporting system, which comprises a plurality of telescopic upright rods, a plurality of disc buckle type horizontal rods, a plurality of disc buckle type vertical diagonal draw bars, a plurality of vertical telescopic diagonal draw bars, a plurality of adjustable jacking supports and a plurality of adjustable bases;
Each telescopic upright rod comprises an outer sleeve, an inner sleeve and a bolt assembly; the upper part and the lower part of the outer sleeve are respectively fixedly provided with a first connecting disc, and the outer sleeve is also provided with a radial first through hole; the upper part of the inner cannula is fixedly provided with a second connecting disc; the inner cannula is provided with a plurality of radial second through holes from top to bottom; the bolt component is connected to the outer sleeve; the lower end of the inner insertion tube is sleeved and inserted in the outer sleeve, and the inner insertion tube and the outer sleeve are inserted into the first through hole and one of the second through holes through the bolt assembly for connection; the first connecting disc is provided with a plurality of first horizontal rod buckling holes and first diagonal rod buckling holes which are alternately arranged, and the first horizontal rod buckling holes and the first diagonal rod buckling holes are uniformly distributed on the first connecting disc; a plurality of second horizontal rod buckling holes and second diagonal rod buckling holes which are alternately arranged are formed in the second connecting disc and are uniformly distributed on the second connecting disc;
Each disc buckle type horizontal rod comprises a rod body, two ends of the rod body are fixedly connected with a buckle joint and a first bolt respectively, a horizontal open slot and a vertical bolt slot are formed in the end part of the buckle joint, and the vertical bolt slot penetrates through the buckle joint; the lengths of the plurality of the disc buckle type horizontal rods are the same or different;
the bottom end of each outer sleeve is correspondingly provided with an adjustable base, and the heights of the outer sleeves are equal; an adjustable jacking support is correspondingly arranged at the top end of each inner cannula; the telescopic vertical rods are transversely or longitudinally arranged in parallel to form a plurality of rows or columns, two adjacent telescopic vertical rods are fixedly connected through a plurality of disc-buckling type horizontal rods with the same length, wherein the horizontal open grooves of buckling joints at two ends of the disc-buckling type horizontal rods are respectively sleeved on the first connecting discs or the second connecting discs with the same height at two sides correspondingly, and a first bolt is inserted into the corresponding vertical bolt groove and the corresponding first horizontal rod buckling hole or the corresponding second horizontal rod buckling hole respectively; mounting main ribs, secondary ribs and templates on a plurality of adjustable jacking supports, wherein the heights of the telescopic upright rods supporting the main ribs are equal, and the heights of the telescopic upright rods supporting the templates are equal; two adjacent outer sleeves supporting the main edge are also connected in an inclined way through the disc buckle type vertical diagonal draw bars, and two ends of the disc buckle type vertical diagonal draw bars are respectively connected with first diagonal draw bar buckling holes of two first connecting discs which are arranged in a diagonal way.
Further, the latch assembly includes a second latch and a chain; one end of the chain is fixedly connected to the outer sleeve, and the other end of the chain is connected with the second bolt.
Further, the first horizontal rod fastening hole, the first diagonal draw bar fastening hole, the second horizontal rod fastening hole and the second diagonal draw bar fastening hole are respectively four.
Further, the vertical telescopic diagonal draw bar comprises a first diagonal draw bar, a second diagonal draw bar and a basket screw; one end of the first inclined rod and one end of the second inclined rod are respectively connected with the buckling joint and the first bolt in a rotating way; the end face of the other end of the first inclined rod is provided with a first accommodating hole inwards along the axial direction, and the outer end face of the first accommodating hole is fixedly connected with a first nut; the end face of the other end of the second inclined rod is provided with a second accommodating hole inwards along the axial direction, and the outer end face of the second accommodating hole is fixedly connected with a second nut; the two ends of the basket screw are respectively provided with a first thread and a second thread with opposite thread directions; the first inclined rod is connected with the basket screw rod through a first nut and a first thread; the second inclined rod is connected with the basket screw rod through a second nut and a second thread; the two ends of the basket screw rod are respectively and correspondingly telescopic to extend into the first accommodating hole and the second accommodating hole.
Further, the adjustable jacking support comprises a first vertical screw, a third nut and a support piece; the top of support piece has seted up a horizontal support holding tank, support piece's bottom fixed connection in the top of first vertical screw rod, third nut and first vertical screw rod are connected, first vertical screw rod inserts in the top port of interior intubate, just the third nut supports to establish the top of interior intubate.
Further, the adjustable base comprises a supporting base, a second vertical screw rod and a fourth nut; the second vertical screw is fixedly connected to the top end of the supporting base, the fourth nut is connected to the second vertical screw, the second vertical screw is inserted into the bottom port of the outer sleeve, and the fourth nut is propped against the bottom end of the outer sleeve.
Further, the disc buckle type vertical diagonal draw bar comprises a diagonal draw bar body, and two ends of the diagonal draw bar body are respectively connected with the buckle connector in a rotating mode.
Further, the vertical height difference h between the top end of the adjustable jacking support and the uppermost disc buckle type horizontal rod is less than or equal to 200mm.
Further, two adjacent telescopic vertical rods are connected through one vertical telescopic diagonal rod respectively, one end of each vertical telescopic diagonal rod is connected with a second diagonal rod buckling hole of a second connecting disc of one vertical telescopic vertical rod, and the other end of each vertical telescopic diagonal rod is connected with a first diagonal rod buckling hole of a connecting disc above the other vertical telescopic vertical rod;
Or the telescopic vertical rod used for supporting the main edge and positioned at the edge and the adjacent telescopic vertical rod used for supporting the template are connected through the vertical telescopic diagonal rod, one end of the vertical telescopic diagonal rod is connected with a first diagonal rod buckling hole of a first connecting disc above the vertical telescopic vertical rod used for supporting the main edge, and the other end of the vertical telescopic diagonal rod is connected with a second diagonal rod buckling hole of a second connecting disc used for supporting the template.
The invention also provides a construction method of the telescopic disc buckle type steel pipe supporting system, which comprises the following steps:
step 1, positioning and paying off at a construction site, paving a backing plate, arranging an adjustable base on the backing plate, mounting an outer sleeve of a telescopic upright rod on the adjustable base, and adjusting the adjustable base to enable the bottom end of the outer sleeve to be on the same horizontal plane;
Step 2, inserting an inner insertion tube into the outer sleeve, inserting the inner insertion tube into a first through hole of the outer sleeve and a corresponding second through hole on the inner insertion tube through a bolt assembly on the outer sleeve according to the supporting height, thereby fixedly connecting the inner insertion tube with the outer sleeve, and adjusting the inner insertion tube to the required height;
Step 3, fixedly connecting two adjacent telescopic vertical rods through disc buckle type horizontal rods with equal lengths, wherein two ends of each disc buckle type horizontal rod are respectively connected with first horizontal rod buckling holes of two first connecting discs or second horizontal rod buckling holes of two second connecting discs with the same height;
Step 4, installing disc buckle type vertical diagonal rods on outer sleeves of two adjacent telescopic upright rods supporting the main edge, wherein one end of each disc buckle type vertical diagonal rod is connected with a first diagonal rod buckle hole of a first connecting disc above one outer sleeve, and the other end of each disc buckle type vertical diagonal rod is connected with a first diagonal rod buckle hole of a first connecting disc below the other outer sleeve;
Step 5, installing an adjustable jacking support on the top of each inner insertion pipe, and adjusting a third nut on the adjustable jacking support to enable the support height to meet the construction requirement;
and 6, setting a main ridge, a secondary ridge and a template of the beam slab template on the adjustable jacking support.
The invention has the following advantages: the invention provides a telescopic disc buckle type steel pipe supporting system, which comprises a plurality of telescopic upright rods, a plurality of disc buckle type horizontal rods, a plurality of disc buckle type vertical diagonal rods, a plurality of vertical telescopic diagonal rods, a plurality of adjustable jacking supports and a plurality of adjustable bases; the invention has simple structure, reasonable stress and convenient use, operation and reinforcement, effectively reduces the vertical heights of the top end of the adjustable jacking support and the uppermost disc buckle type horizontal rod by adjusting the height of the telescopic upright rod, improves the stable bearing capacity of the telescopic upright rod, ensures the stability of a supporting system, eliminates the influence of human factors, has good construction quality, and is safe and reliable. Meanwhile, the length of the vertical telescopic cable stayed rod is adjusted, so that the oblique tension is optimal, and the stability of the whole support system is further improved.
Drawings
The invention will be further described with reference to examples of embodiments with reference to the accompanying drawings.
Fig. 1 is a schematic structural view of a telescopic disc buckle type steel tube supporting system according to the present invention.
Fig. 2 is a schematic structural view of the telescopic upright according to the present invention.
Fig. 3 is a schematic structural view of an outer sleeve according to the present invention.
Fig. 4 is a schematic view of the structure of the inner cannula according to the present invention.
Fig. 5 is a schematic structural view of a first connection disc according to the present invention.
Fig. 6 is a schematic structural view of a second connection pad according to the present invention.
Fig. 7 is a schematic view of a latch assembly according to the present invention.
Fig. 8 is a schematic structural view of a vertical telescopic diagonal member according to the present invention.
Fig. 9 is a schematic structural view of the basket screw according to the present invention.
Fig. 10 is a schematic structural view of a first diagonal member according to the present invention.
Fig. 11 is a schematic structural view of a disc buckle type vertical diagonal draw bar according to the present invention.
Fig. 12 is a schematic structural view of a disc buckle type horizontal bar according to the present invention.
Fig. 13 is a top view of the buckle connector according to the present invention in the embodiment of fig. 12.
Fig. 14 is a perspective view of a telescopic disc buckle type steel tube support system according to the present invention.
In the figure: 1. telescopic pole setting, 11, outer sleeve, 111, first connecting disk, 1111, first horizontal pole fastening hole, 1112, first diagonal pole fastening hole, 1113, first central hole, 112, first through hole, 12, inner sleeve, 121, second connecting disk, 1211, second horizontal pole fastening hole, 1212, second diagonal pole fastening hole, 1213, second central hole, 122, second through hole, 13, bolt component, 131, second bolt, 132, chain,
2. A disk-buckle type horizontal rod, 21, a rod body,
3. A disk buckle type vertical diagonal draw bar, 31, diagonal draw bar body,
4. A vertical telescopic diagonal rod, 41, a first diagonal rod, 411, a first accommodating hole, 42, a basket screw, 421, a first thread, 422, a second thread, 43, a second diagonal rod, 431, a second accommodating hole, 44, a first nut, 45, a second nut,
5. An adjustable jacking support 51, a first vertical screw rod 52, a third nut 53, a supporting piece 531 and a horizontal supporting containing groove,
6. An adjustable base 61, a supporting base 62, a second vertical screw 63 and a fourth nut,
7. A main rib, 8 secondary ribs, 9 templates, 10 split bolts,
A 20, 30-buckle joint, which is provided with a connecting hole,
201, 301-A horizontally open slot,
202, 302-Vertical latch grooves,
203, 303-A first latch pin,
H-vertical height difference between the top end of the adjustable jacking support and the uppermost disc buckle type horizontal rod.
Detailed Description
Referring to fig. 1 to 14, the present invention provides a telescopic disc buckle type steel pipe supporting system, which comprises a plurality of telescopic vertical rods 1, a plurality of disc buckle type horizontal rods 2, a plurality of disc buckle type vertical diagonal rods 3, a plurality of vertical telescopic diagonal rods 4, a plurality of adjustable jacking supports 5 and a plurality of adjustable bases 6;
Each telescopic upright 1 comprises an outer sleeve 11, an inner insertion tube 12 and a bolt assembly 13; the upper and lower parts of the outer sleeve 11 are fixedly provided with a first connecting disc 111 respectively, and the outer sleeve 11 is also provided with a radial first through hole 112; a second connecting disc 121 is fixedly arranged at the upper part of the inner insertion tube 12; the inner tube 12 is provided with a plurality of radial second through holes 122 from top to bottom; the bolt component 13 is connected to the outer sleeve 11; the lower end of the inner insertion tube 12 is sleeved in the outer sleeve 11, and the inner insertion tube 12 and the outer sleeve 11 are inserted into the first through hole 112 and one of the second through holes 122 through the bolt assembly 13 for connection; a plurality of first horizontal rod buckling holes 1111 and first diagonal rod buckling holes 1112 which are alternately arranged are formed in the first connecting disc 111 and are uniformly distributed on the first connecting disc 111; a plurality of second horizontal rod buckling holes 1211 and second diagonal rod buckling holes 1212 which are alternately arranged are formed in the second connecting disc 121 and are uniformly distributed on the second connecting disc 121; the outer diameters of the first connecting disc 111 and the second connecting disc 121 are equal, the positions of the first horizontal rod fastening hole 1111 and the first diagonal rod fastening hole 1112 are the same as the positions of the second horizontal rod fastening hole 1211 and the second diagonal rod fastening hole 1212, respectively, the size of the first central hole 1113 of the first connecting disc 111 for fixedly connecting with the outer sleeve 11 is matched with the outer diameter of the outer sleeve 11, and the outer diameters of the second central hole 1213 of the second connecting disc 121 and the inner sleeve 12 are matched in the same way.
The shape of the fastening tabs 20, 30 may be made in various ways, for example, the fastening tab 30 of fig. 12 and 13 of the present invention is one embodiment, and fig. 8, 10, and 11 are another embodiment of the fastening tab 20. Both of these two embodiments of the clasp joint 20, 30 have a horizontal open slot 201, 301 and a vertical latch slot 202, 302, and a mating first latch 203, 303. The first pins 203 and 303 are in a curved shape, and are gradually enlarged from one end, so that the pins can be clamped tightly during use, and the connection between the buckling connector and the first connection disc 111 or the second connection disc 121 is prevented from loosening due to loosening of the pins, so that the whole supporting system is more stable and cannot be loosened and collapsed.
Each disc-buckling type horizontal rod 2 comprises a rod body 21, two ends of the rod body 21 are fixedly connected with a buckling joint 30 and a first bolt 303 respectively, a horizontal open groove 301 and a vertical bolt groove 302 are formed in the end part of the buckling joint 30, and the vertical bolt groove 302 penetrates through the buckling joint 30; the lengths of the plurality of disc-buckle type horizontal rods 2 are the same or different, in actual use, the disc-buckle type horizontal rods 2 have a series of sizes, and the disc-buckle type horizontal rods 2 can be erected through the combination of different sizes according to the actual construction area of a building;
The bottom end of each outer sleeve 11 is correspondingly provided with an adjustable base 6, and the heights of each outer sleeve 11 are equal, namely, when the telescopic vertical rod 1 is used, the bottom ends of the telescopic vertical rods 1 are adjusted to be at the same elevation by adjusting the adjustable bases 6; the top end of each inner insertion tube 12 is correspondingly provided with an adjustable jacking support 5; in the embodiment provided by the drawing of the present invention, four first horizontal rod fastening holes 1111 and four first diagonal rod fastening holes 1112 of the first connecting plate 111 are arranged in parallel in a plurality of rows or columns, or four second horizontal rod fastening holes 1211 of the second connecting plate 121 and four second diagonal rod fastening holes 1212 are arranged in a uniformly spaced manner in a circumference, when in use, the plate fastening type horizontal rods are connected in different first horizontal rod fastening holes 1111 according to the actual construction area, so that the telescopic plate fastening type steel tube supporting system is set up to meet the actual use requirement, and two adjacent telescopic vertical rods 1 are connected and fixed through a plurality of plate fastening type horizontal rods 2 with the same length, so that each telescopic vertical rod 1 can be in a vertical state after being installed, wherein the horizontal open slots 301 of the fastening connectors 30 at two ends of the plate fastening type horizontal rods 2 are respectively sleeved on the first connecting plate 111 or the second connecting plate 121 with the same height on two sides, and the horizontal slots 302 are respectively inserted into the corresponding first fastening slots 1111 and the vertical pins 303 of the first fastening type horizontal rods 1; the main beam 7, the secondary beam 8 and the templates 9 are arranged on the plurality of adjustable jacking supports 5, and the installation method is carried out according to the prior art, wherein the heights of the telescopic upright rods 1 supporting the main beam 7 are equal, and the heights of the telescopic upright rods 1 supporting the templates 9 are equal; the two adjacent outer sleeves 11 supporting the main edge 1 are also connected in an inclined way through the disc buckle type vertical diagonal rods 3, and two ends of the disc buckle type vertical diagonal rods 3 are respectively connected with first diagonal rod buckling holes 1112 of two first connecting discs 111 which are arranged in a diagonal line, so that the stability and the strength of the whole supporting system are further enhanced.
The latch assembly 13 includes a second latch 131 and a chain 132; one end of the chain 132 is fixedly connected to the outer sleeve 11, and the other end is connected to the second bolt 131, so as to prevent the second bolt 131 from being lost. The second pin 131 shown in the drawings of the present invention is tapered, and compared with a cylinder with equal diameter, the second pin 131 of the present invention can be inserted more tightly after being inserted into the outer sleeve 11 and the inner sleeve 12, so that the connection is more stable, and thus, the shaking caused by the gap between the pin and the hole is prevented.
The number of the first horizontal rod fastening holes 1111, the first diagonal draw bar fastening holes 1112, the second horizontal rod fastening holes 1211 and the second diagonal draw bar fastening holes 1212 is four respectively, and as shown in the drawings, the first horizontal rod fastening holes 1111, the first diagonal draw bar fastening holes 1211 and the second diagonal draw bar fastening holes 1212 are uniformly distributed at intervals on the circumference, so that the positions of the disc fastening type horizontal rods 2 after being installed are extended and erected in the transverse and longitudinal directions according to actual use requirements.
The vertical telescopic diagonal rod 4 comprises a first diagonal rod 41, a second diagonal rod 43 and a basket screw 42; one end of the first inclined rod 41 and one end of the second inclined rod 43 are respectively connected with the buckling connector 20 and a first plug pin 201 in a rotating way; the end surface of the other end of the first inclined rod 41 is provided with a first accommodating hole 411 inwards along the axial direction, and the outer end surface of the first accommodating hole 411 is also fixedly connected with a first nut 44; a second accommodating hole 431 is formed in the end surface of the other end of the second inclined rod 43 along the axial direction and inwards, and a second nut 45 is fixedly connected to the outer end surface of the second accommodating hole 431; the two ends of the basket screw 42 are respectively provided with a first thread 421 and a second thread 422 with opposite thread directions; the first inclined rod 41 is connected with the basket screw 42 through a first nut 44 and a first thread 421; the second inclined rod 43 is connected with the basket screw 42 through a second nut 45 and a second thread 422; the two ends of the basket screw 42 are respectively and correspondingly telescopic to extend into the first accommodating hole 411 and the second accommodating hole 431, so that the first inclined rod 41 and the second inclined rod 42 move oppositely or reversely by rotating the basket screw 42, the telescopic purpose is achieved, the length of the disc buckle type horizontal rod 2 is adjusted, the optimal position is achieved, and the position relationship between the telescopic upright 1 and the adjustable jacking support 5 is not influenced.
Each adjustable jacking support 5 comprises a first vertical screw 51, a third nut 52 and a support 53; a horizontal supporting accommodation groove 531 is formed in the top end of the supporting member 53, the bottom end of the supporting member 53 is fixedly connected to the top end of the first vertical screw rod 51, the third nut 52 is connected to the first vertical screw rod 51, the first vertical screw rod 51 is inserted into the top end port of the inner insertion tube 12, and the third nut 52 is abutted to the top end of the inner insertion tube 12, so that the adjustable jacking support 5 is fixedly supported. When the telescopic vertical rod is used, the height of the supporting piece 53 is adjusted by rotating the first vertical screw rod 51 or the third nut 52, so that the cantilever length (namely, the vertical height difference) of the supporting piece 53 extending out of the uppermost horizontal rod 3 is controlled within 200mm, and for a person skilled in the construction field, the smaller the cantilever length is, the stable bearing capacity of the telescopic vertical rod 1 and the overall stability of a supporting system can be improved, and if the cantilever length is too large, the supporting strength and the stability are easily reduced, so that the potential safety hazard of collapse exists. Therefore, the height of the telescopic upright 1 and the height of the adjustable jacking support 5 can be respectively adjusted, and the height of the telescopic upright 1 and the height of the adjustable jacking support 5 can be adjusted through the combination of the telescopic upright 1 and the adjustable jacking support, compared with the support upright with fixed length in the prior art, the cantilever length can be adjusted to be smaller, and therefore the stable bearing capacity of the telescopic upright 1 and the stability of the whole support system can be greatly improved under the condition that additional reinforcing parts are not required to be added.
The adjustable base 6 comprises a support base 61, a second vertical screw 62 and a fourth nut 63; the second vertical screw 62 is fixedly connected to the top end of the support base 61, the fourth nut 63 is connected to the second vertical screw 62, the second vertical screw 62 is inserted into the bottom port of the outer sleeve 12, and the fourth nut 63 is abutted to the bottom end of the outer sleeve. In use, the height of each outer sleeve 11 is adjusted by rotating the fourth nut 63 such that each outer sleeve 11 is located at the same elevation.
The vertical diagonal draw bar 3 of dish knot formula includes a diagonal draw bar body 31, the both ends of diagonal draw bar body 31 rotate respectively to be connected in one buckle joint 20, rotate and connect and make the vertical diagonal draw bar 3 of dish knot formula when with first connection pad 111 and second connection pad 121 butt joint more facilitate the use.
The vertical height difference h between the top end of the adjustable jacking support 5 and the uppermost disc buckle type horizontal rod is less than or equal to 200mm and less than or equal to 200mm, so that the whole support system is more stable and the bearing capacity is larger.
Two adjacent telescopic uprights 1 are also connected through one vertical telescopic diagonal rod 4 respectively, one end of the vertical telescopic diagonal rod 4 is connected to a second diagonal rod buckling hole 1212 of the second connecting disc 121 of one vertical telescopic upright 1, and the other end is connected to a first diagonal rod buckling hole 1112 of the connecting disc 111 above the other vertical telescopic upright 1;
Or one telescopic upright 1 used for supporting the main beam 7 and positioned at the edge and one telescopic upright 1 adjacent to the telescopic upright 1 used for supporting the template 9 are also connected through one vertical telescopic diagonal rod 4, one end of the vertical telescopic diagonal rod 4 is connected with a first diagonal rod buckling hole 1112 of a first connecting disc 111 above the vertical telescopic upright 1 used for supporting the main beam 7, and the other end is connected with a second diagonal rod buckling hole 1212 of a second connecting disc 121 used for directly supporting the template 9. According to the size and the span of the actual building area, one mode can be selected to install the vertical telescopic diagonal draw bars 4, and the larger the area or the larger the span, the more the number of the vertical telescopic diagonal draw bars is, so that the firmness and the stability of a supporting system are improved, and the safety is improved.
Referring to fig. 1 to 14, the present invention further provides a construction method of a telescopic disc buckle type steel pipe support system, the construction method of the telescopic disc buckle type steel pipe support system comprising the following steps:
Step 1, positioning and paying off at a construction site, paving a base plate, arranging an adjustable base 6 on the base plate, installing an outer sleeve 11 of a telescopic upright 1 on the adjustable base, and adjusting the adjustable base 6 to enable the bottom ends of the outer sleeves 11 to be positioned on the same horizontal plane, namely, adjusting all the outer sleeves 11 to the same elevation position;
step 2, inserting the inner cannula 12 into the outer cannula 11 in a sleeved mode, inserting the inner cannula 12 and the outer cannula 11 into a first through hole 112 of the outer cannula 11 and a corresponding second through hole 122 of the inner cannula 12 through a bolt assembly 13 on the outer cannula 11 according to the supporting height, and adjusting the inner cannula 12 to the required height;
Step 3, two adjacent telescopic vertical rods 1 are fixedly connected through disc-buckling type horizontal rods 2 with equal lengths, and two ends of the disc-buckling type horizontal rods 2 are respectively connected with first horizontal rod buckling holes 1111 of two first connecting discs 111 or second horizontal rod buckling holes 1211 of two second connecting discs 121 with the same height;
Step 4, installing a disc buckle type vertical diagonal draw bar 3 on the outer sleeves 11 of the two adjacent telescopic upright posts 1 supporting the main rib 7, wherein one end of the disc buckle type vertical diagonal draw bar 3 is connected with a first diagonal draw bar buckle hole 1111 of a first connecting disc 111 above one outer sleeve 11, and the other end of the disc buckle type vertical diagonal draw bar 3 is connected with a first diagonal draw bar buckle hole 1111 of a first connecting disc 111 below the other outer sleeve 11;
step 5, installing an adjustable jacking support 5 on the top of each inner insertion pipe 12, and adjusting a third nut 52 on the adjustable jacking support 5 to enable the supporting height to meet the construction requirement;
And 6, arranging a main rib 7, a secondary rib 8 and a template 9 of the beam slab template on the adjustable jacking support 5, and installing according to the prior art.
After each outer sleeve 11 is adjusted to the same elevation, the adjustable base 6 is not being adjusted.
The invention relates to a combined height adjusting mode of a telescopic vertical rod 1 and an adjustable jacking support 5, which comprises the following steps:
When the height of the adjustable jacking support 5 is greater than the design height, the inner insertion tube 12 is adjusted to perform coarse adjustment, so that the height of the adjustable jacking support 5 is slightly greater than the design height (for example, the difference between the height and the design height is smaller than the distance between two adjacent second through holes 122 of the inner insertion tube 12), and then the third nut 52 or the first vertical screw 51 of the adjustable jacking support 5 is adjusted to perform precise adjustment, so that the height of the adjustable jacking support 5 is reduced, and the height of the adjustable jacking support 5 is adjusted to the required height. In this way, in the adjusting process, the vertical height difference h between the top end of the adjustable jacking support 5 and the uppermost disc-buckle type horizontal rod 2 is not increased, and the vertical height difference h can be further reduced, for example, in a specific implementation, the height difference h is adjusted as much as possible to be less than or equal to 200mm, so that the stable bearing capacity of the telescopic upright 1 and the stability of the whole supporting system are improved.
When the height of the adjustable jacking support 5 is smaller than the design height, the inner insertion tube 12 is adjusted to perform coarse adjustment, so that the height of the adjustable jacking support 5 is slightly larger than the design height (for example, the difference between the height of the adjustable jacking support and the design height is smaller than the distance between two adjacent second through holes 122 of the inner insertion tube 12), and then the third nut 52 or the first vertical screw 51 of the adjustable jacking support 5 is adjusted to perform precise adjustment, so that the height of the adjustable jacking support 5 is adjusted to the required height. Similarly, such adjustment has the same advantages as the above one.
Therefore, the height of the telescopic upright 1 is designed to be adjustable, and the telescopic upright is combined with the adjustable jacking support, so that the stability and the stable bearing capacity of the whole support system are greatly improved.
While specific embodiments of the invention have been described above, it will be appreciated by those skilled in the art that the specific embodiments described are illustrative only and not intended to limit the scope of the invention, and that equivalent modifications and variations of the invention in light of the spirit of the invention will be covered by the claims of the present invention.

Claims (8)

1. A scalable dish knot formula steel pipe braced system, its characterized in that: comprises a plurality of telescopic vertical rods, a plurality of disc buckle type horizontal rods, a plurality of disc buckle type vertical diagonal rods, a plurality of vertical telescopic diagonal rods, a plurality of adjustable jacking supports and a plurality of adjustable bases;
Each telescopic upright rod comprises an outer sleeve, an inner sleeve and a bolt assembly; the upper part and the lower part of the outer sleeve are respectively fixedly provided with a first connecting disc, and the outer sleeve is also provided with a radial first through hole; the upper part of the inner cannula is fixedly provided with a second connecting disc; the inner cannula is provided with a plurality of radial second through holes from top to bottom; the bolt component is connected to the outer sleeve; the lower end of the inner insertion tube is sleeved and inserted in the outer sleeve, and the inner insertion tube and the outer sleeve are inserted into the first through hole and one of the second through holes through the bolt assembly for connection; the first connecting disc is provided with a plurality of first horizontal rod buckling holes and first diagonal rod buckling holes which are alternately arranged, and the first horizontal rod buckling holes and the first diagonal rod buckling holes are uniformly distributed on the first connecting disc; a plurality of second horizontal rod buckling holes and second diagonal rod buckling holes which are alternately arranged are formed in the second connecting disc and are uniformly distributed on the second connecting disc;
Each disc buckle type horizontal rod comprises a rod body, two ends of the rod body are fixedly connected with a buckle joint and a first bolt respectively, a horizontal open slot and a vertical bolt slot are formed in the end part of the buckle joint, and the vertical bolt slot penetrates through the buckle joint; the lengths of the plurality of the disc buckle type horizontal rods are the same or different;
The bottom end of each outer sleeve is correspondingly provided with an adjustable base, and the heights of the outer sleeves are equal; an adjustable jacking support is correspondingly arranged at the top end of each inner cannula; the telescopic vertical rods are transversely or longitudinally arranged in parallel to form a plurality of rows or columns, two adjacent telescopic vertical rods are fixedly connected through a plurality of disc-buckling type horizontal rods with the same length, wherein the horizontal open grooves of buckling joints at two ends of the disc-buckling type horizontal rods are respectively sleeved on the first connecting discs or the second connecting discs with the same height at two sides correspondingly, and a first bolt is inserted into the corresponding vertical bolt groove and the corresponding first horizontal rod buckling hole or the corresponding second horizontal rod buckling hole respectively; mounting main ribs, secondary ribs and templates on a plurality of adjustable jacking supports, wherein the heights of the telescopic upright rods supporting the main ribs are equal, and the heights of the telescopic upright rods supporting the templates are equal; two adjacent outer sleeves supporting the main edge are also connected in an inclined way through the disc buckle type vertical diagonal draw bars, and two ends of the disc buckle type vertical diagonal draw bars are respectively connected with first diagonal draw bar buckling holes of two first connecting discs which are arranged in a diagonal way;
The bolt assembly comprises a second bolt and a chain; one end of the chain is fixedly connected to the outer sleeve, and the other end of the chain is connected with the second bolt;
the first horizontal rod buckling holes, the first diagonal draw bar buckling holes, the second horizontal rod buckling holes and the second diagonal draw bar buckling holes are respectively four.
2. A telescopic disc buckle type steel tube support system according to claim 1, wherein: the vertical telescopic diagonal draw bar comprises a first diagonal draw bar, a second diagonal draw bar and a basket screw; one end of the first inclined rod and one end of the second inclined rod are respectively connected with the buckling joint and the first bolt in a rotating way; the end face of the other end of the first inclined rod is provided with a first accommodating hole inwards along the axial direction, and the outer end face of the first accommodating hole is fixedly connected with a first nut; the end face of the other end of the second inclined rod is provided with a second accommodating hole inwards along the axial direction, and the outer end face of the second accommodating hole is fixedly connected with a second nut; the two ends of the basket screw are respectively provided with a first thread and a second thread with opposite thread directions; the first inclined rod is connected with the basket screw rod through a first nut and a first thread; the second inclined rod is connected with the basket screw rod through a second nut and a second thread; the two ends of the basket screw rod are respectively and correspondingly telescopic to extend into the first accommodating hole and the second accommodating hole.
3. A telescopic disc buckle type steel tube support system according to claim 1, wherein: the adjustable jacking support comprises a first vertical screw rod, a third nut and a support piece; the top of support piece has seted up a horizontal support holding tank, support piece's bottom fixed connection in the top of first vertical screw rod, third nut and first vertical screw rod are connected, first vertical screw rod inserts in the top port of interior intubate, just the third nut supports to establish the top of interior intubate.
4. A telescopic disc buckle type steel tube support system according to claim 1, wherein: the adjustable base comprises a supporting base, a second vertical screw and a fourth nut; the second vertical screw is fixedly connected to the top end of the supporting base, the fourth nut is connected to the second vertical screw, the second vertical screw is inserted into the bottom port of the outer sleeve, and the fourth nut is propped against the bottom end of the outer sleeve.
5. A telescopic disc buckle type steel tube support system according to claim 1, wherein: the disc buckle type vertical diagonal draw bar comprises a diagonal draw bar body, and two ends of the diagonal draw bar body are respectively connected with one buckle joint in a rotating mode.
6. A telescopic disc buckle type steel tube support system according to claim 1, wherein: the vertical height difference h between the top end of the adjustable jacking support and the uppermost disc buckle type horizontal rod is less than or equal to 200mm.
7. A telescopic disc buckle type steel tube support system according to claim 1, wherein: two adjacent telescopic vertical rods are also connected through one vertical telescopic diagonal rod respectively, one end of the vertical telescopic diagonal rod is connected with a second diagonal rod buckling hole of a second connecting disc of one vertical telescopic vertical rod, and the other end of the vertical telescopic diagonal rod is connected with a first diagonal rod buckling hole of a connecting disc above the other vertical telescopic vertical rod;
Or the telescopic vertical rod used for supporting the main edge and positioned at the edge and the adjacent telescopic vertical rod used for supporting the template are connected through the vertical telescopic diagonal rod, one end of the vertical telescopic diagonal rod is connected with a first diagonal rod buckling hole of a first connecting disc above the vertical telescopic vertical rod used for supporting the main edge, and the other end of the vertical telescopic diagonal rod is connected with a second diagonal rod buckling hole of a second connecting disc used for supporting the template.
8. A construction method of a telescopic disc buckle type steel tube supporting system is characterized by comprising the following steps of: the construction method of the telescopic disc buckle type steel pipe support system according to claim 1, comprising the following steps:
step 1, positioning and paying off at a construction site, paving a backing plate, arranging an adjustable base on the backing plate, mounting an outer sleeve of a telescopic upright rod on the adjustable base, and adjusting the adjustable base to enable the bottom end of the outer sleeve to be on the same horizontal plane;
Step 2, inserting an inner insertion tube into the outer sleeve, inserting the inner insertion tube into a first through hole of the outer sleeve and a corresponding second through hole on the inner insertion tube through a bolt assembly on the outer sleeve according to the supporting height, thereby fixedly connecting the inner insertion tube with the outer sleeve, and adjusting the inner insertion tube to the required height;
Step 3, fixedly connecting two adjacent telescopic vertical rods through disc buckle type horizontal rods with equal lengths, wherein two ends of each disc buckle type horizontal rod are respectively connected with first horizontal rod buckling holes of two first connecting discs or second horizontal rod buckling holes of two second connecting discs with the same height;
Step 4, installing disc buckle type vertical diagonal rods on outer sleeves of two adjacent telescopic upright rods supporting the main edge, wherein one end of each disc buckle type vertical diagonal rod is connected with a first diagonal rod buckle hole of a first connecting disc above one outer sleeve, and the other end of each disc buckle type vertical diagonal rod is connected with a first diagonal rod buckle hole of a first connecting disc below the other outer sleeve;
Step 5, installing an adjustable jacking support on the top of each inner insertion pipe, and adjusting a third nut on the adjustable jacking support to enable the support height to meet the construction requirement;
and 6, setting a main ridge, a secondary ridge and a template of the beam slab template on the adjustable jacking support.
CN201910406866.5A 2019-05-15 2019-05-15 Telescopic disc buckle type steel pipe supporting system and construction method Active CN110130633B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910406866.5A CN110130633B (en) 2019-05-15 2019-05-15 Telescopic disc buckle type steel pipe supporting system and construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910406866.5A CN110130633B (en) 2019-05-15 2019-05-15 Telescopic disc buckle type steel pipe supporting system and construction method

Publications (2)

Publication Number Publication Date
CN110130633A CN110130633A (en) 2019-08-16
CN110130633B true CN110130633B (en) 2024-05-10

Family

ID=67574594

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910406866.5A Active CN110130633B (en) 2019-05-15 2019-05-15 Telescopic disc buckle type steel pipe supporting system and construction method

Country Status (1)

Country Link
CN (1) CN110130633B (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111456423B (en) * 2020-04-21 2021-12-03 广东华坤建设集团有限公司 Supporting structure for early-detaching template and using method thereof
CN114482567B (en) * 2022-01-17 2023-02-28 天元建设集团有限公司 Reusable assembled steel support connecting device
CN115126231A (en) * 2022-06-23 2022-09-30 苏州二建建筑集团有限公司 Adjustable beam chassis buckled formwork support and construction method thereof
CN114991441B (en) * 2022-06-30 2023-09-01 中国建筑第二工程局有限公司 Dish buckle supporting system with large vertical rod spacing and construction method thereof

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104652809A (en) * 2015-01-07 2015-05-27 福建工程学院 Construction method of support system for templates of concrete beams and slabs
CN204418660U (en) * 2015-01-07 2015-06-24 福建工程学院 Cast-in-situ concrete beam and slab structure form bracing system
CN204590654U (en) * 2015-01-14 2015-08-26 福建金正丰金属工业有限公司 A kind of dish button adjustable formwork bracing frame
CN107143138A (en) * 2017-05-25 2017-09-08 上海建工二建集团有限公司 Full working scope adaptive type socket joint type disk button steel pipe support system and its construction method
WO2018170934A1 (en) * 2017-03-24 2018-09-27 广州毅昌模板工程有限公司 Early-stripping system for plastic formwork
CN210598128U (en) * 2019-05-15 2020-05-22 福州铁建建筑有限公司 Scalable dish knot formula steel pipe support system

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104652809A (en) * 2015-01-07 2015-05-27 福建工程学院 Construction method of support system for templates of concrete beams and slabs
CN204418660U (en) * 2015-01-07 2015-06-24 福建工程学院 Cast-in-situ concrete beam and slab structure form bracing system
CN204590654U (en) * 2015-01-14 2015-08-26 福建金正丰金属工业有限公司 A kind of dish button adjustable formwork bracing frame
WO2018170934A1 (en) * 2017-03-24 2018-09-27 广州毅昌模板工程有限公司 Early-stripping system for plastic formwork
CN107143138A (en) * 2017-05-25 2017-09-08 上海建工二建集团有限公司 Full working scope adaptive type socket joint type disk button steel pipe support system and its construction method
CN210598128U (en) * 2019-05-15 2020-05-22 福州铁建建筑有限公司 Scalable dish knot formula steel pipe support system

Also Published As

Publication number Publication date
CN110130633A (en) 2019-08-16

Similar Documents

Publication Publication Date Title
CN110130633B (en) Telescopic disc buckle type steel pipe supporting system and construction method
CN104594628B (en) Cast-in-place concrete contignation form bracing system and construction method
CN210598128U (en) Scalable dish knot formula steel pipe support system
CN112523504A (en) Bell-and-spigot type disc buckle type steel pipe support beam bottom formwork supporting structure and formwork supporting method
CN210508297U (en) Telescopic disc buckle type diagonal draw bar
CN210598129U (en) Scalable dish knot formula steel pipe supports pole setting
CN111609218A (en) Detachable valve supporting device
CN215052897U (en) Assembled guide wall supporting structure
CN101761223A (en) Method for installation of scaffold component
CN111335605A (en) Integral adjustable scaffold for slope construction
CN214785949U (en) Quick-assembly early-disassembly ear-shaped connecting piece for primary and secondary keels on board
CN210530321U (en) Novel scalable dish knot formula steel pipe supports system
CN214834739U (en) Quick-assembly early-dismantling plate strip-shaped supporting structure
KR102361789B1 (en) Supporter for installating horizontal member of supporting system
CN210530320U (en) Novel scalable dish knot formula supports pole setting
CN115162171A (en) Sectional installation method and installation system for suspension bridge steel pull rod anchoring system
CN216445974U (en) Connecting structure of steel structure column and steel reinforcement cage
CN212176550U (en) Conical shell type roof formwork system
CN220725727U (en) Length-adjustable scaffold cross bar
CN217840861U (en) Multi-angle template jacking bracket
CN111197403B (en) Cone shell type roof formwork system and formwork system installation method
CN218779896U (en) Socket type disc buckle type scaffold
CN221150759U (en) Transmission line iron tower crossing frame convenient to dismantle
CN216713845U (en) Wall form diagonal bracing device
CN212536950U (en) Detachable valve supporting device

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
TA01 Transfer of patent application right

Effective date of registration: 20240407

Address after: 201800 Room 208, No. 37, Lane 588, Shuping Road, Juyuan New District, Jiading District, Shanghai

Applicant after: China Railway 24th Bureau Group Shanghai Construction Investment Co.,Ltd.

Country or region after: China

Applicant after: Fujian University of Science and Technology

Address before: No. 3 Zhongguan Street, Nanyu Town, Minhou County, Fuzhou City, Fujian Province, 350100. Qishan Commercial and Residential Building 7 #, 1st Floor, Store 16, Qishan Commercial Street

Applicant before: FUZHOU TIEJIAN CONSTRUCTION CO.,LTD.

Country or region before: China

Applicant before: FUJIAN University OF TECHNOLOGY

TA01 Transfer of patent application right
GR01 Patent grant
GR01 Patent grant