CN217379782U - High-altitude large-span inter-building independent beam formwork support system - Google Patents
High-altitude large-span inter-building independent beam formwork support system Download PDFInfo
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- CN217379782U CN217379782U CN202123337873.6U CN202123337873U CN217379782U CN 217379782 U CN217379782 U CN 217379782U CN 202123337873 U CN202123337873 U CN 202123337873U CN 217379782 U CN217379782 U CN 217379782U
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- roof beam
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Abstract
The utility model discloses an independent roof beam template support system between high altitude large-span building. The system includes girder steel, full hall frame, bracing, locating part, and the girder steel passes through the locating part to be fixed on independent roof beam, and full hall frame top is passed through pole setting and girder steel lug connection, and full hall frame bottom is passed through base and girder steel welded connection, and the bracing upper end is connected with the girder steel is articulated, and the bracing lower extreme passes through expansion bolts fixed connection with independent roof beam. The utility model discloses the equipment is convenient with the dismantlement, easy to operate, but reuse need not to set up the superelevation and falls to the ground the scaffold frame and can accomplish the construction of independent roof beam between high altitude large-span building, has effectively reduced the construction consumptive material, has improved work efficiency and construction security.
Description
Technical Field
The utility model relates to an independent roof beam template support technical field between the building especially relates to an independent roof beam template support system between high altitude large-span building.
Background
In high-rise buildings, sometimes for aesthetic design or structural requirements, an independent beam is designed between buildings, a traditional construction method for the independent beam between the buildings is generally to construct a template by erecting a floor scaffold, for high-rise and ultrahigh-rise buildings, if the traditional construction method is adopted, an ultrahigh floor scaffold needs to be erected, a large amount of steel pipe materials are consumed, a large amount of time and labor are required to be invested, and the construction efficiency is seriously influenced. In addition, the set up of the ultrahigh floor scaffold has high danger, so that safety accidents are easy to occur, and the personal safety of workers and project managers is threatened.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a high altitude large-span building independent beam template support system. The utility model discloses the equipment is convenient with the dismantlement, easy to operate, but reuse need not to set up the superelevation and falls to the ground the scaffold frame and can accomplish the construction of independent roof beam between high altitude large-span building, has effectively reduced the construction consumptive material, has improved work efficiency and construction security. The utility model adopts the technical scheme as follows:
according to the utility model discloses an aspect provides an independent roof beam formwork support system between high altitude large-span building, the system is including the girder steel of setting up at independent roof beam, the both sides of independent roof beam are equipped with the bracing, the upper end of bracing with the girder steel downside is articulated, the lower extreme of bracing with the connection can be dismantled to the bottom of independent roof beam, full hall frame is set up to the upside of girder steel, full hall frame's lower extreme pass through the base with the girder steel is connected.
Preferably, the cross section of the steel beam is I-shaped.
Preferably, the full hall frame includes pole setting, horizontal horizon bar and vertical horizon bar the upside interval of girder steel is provided with a plurality ofly the base, every be connected with on the base the pole setting is followed the length direction interval of pole setting is equipped with horizontal horizon bar with vertical horizon bar, pole setting, horizontal horizon bar and vertical horizon bar are perpendicular crisscross setting.
Preferably, the base is a sleeve, the lower end of the sleeve is fixedly connected to the upper side of the steel beam, and the lower end of the vertical rod is sleeved on the sleeve.
Preferably, the downside swing joint of girder steel has the locating part subassembly, the locating part subassembly is established to two, two the locating part subassembly is established respectively the both sides of independent roof beam.
Preferably, the locating part subassembly includes that two set up relatively the locating part of girder steel lower extreme both sides, every the pot head of locating part is established at the girder steel lower extreme to be connected with the girder steel through ordinary bolt, every the lower extreme of locating part pass through the fastener with independent roof beam is connected.
Preferably, the fastener is an expansion bolt, a first mounting hole is formed in the limiting part, a second mounting hole is formed in the independent beam corresponding to the first mounting hole, and the expansion bolt penetrates through the first mounting hole and the second mounting hole respectively to fix the limiting part on the independent beam.
Preferably, the construction method of the high-altitude large-span inter-building independent beam formwork support system comprises the following steps:
(1) erecting a steel beam on the independent beam, and installing a limiting piece; fixing the steel beam on the independent beam through a limiting piece, wherein the limiting piece is arranged on two sides of the independent beam, and each side is fixed on the independent beam through an expansion bolt;
(2) installing an inclined strut at the lower side of the steel beam; the lower ends of the inclined struts are fixed on the two opposite sides of the lower end of the independent beam through expansion bolts, fixing plates are welded on the lower sides of the two ends of the steel beam, and the upper ends of the inclined struts are hinged to the fixing plates.
(3) Erecting a full frame on the upper side of the steel beam; a plurality of bases are welded on the upper side of the steel beam at intervals, vertical rods are sleeved on the bases, and transverse horizontal rods and longitudinal horizontal rods are fixed on the vertical rods at intervals, so that the vertical rods, the transverse horizontal rods and the longitudinal horizontal rods are vertically and alternately arranged in pairs to form a full hall frame.
The above technical scheme of the utility model, have as follows and show the effect:
(1) the utility model discloses a system includes girder steel, full level, bracing, locating part, and the girder steel passes through the locating part to be fixed on independent roof beam, and full level is by vertical horizontal pole, horizontal pole, pole setting, base constitution, and full level top is passed through pole setting and girder steel lug connection, and full level bottom of the housing portion is passed through base and girder steel welded connection, and the bracing upper end is connected with the girder steel is articulated, and the bracing lower extreme passes through expansion bolts fixed connection with independent roof beam, the utility model discloses the equipment is convenient with the dismantlement, easy to operate, but reuse need not to set up the superelevation and falls to the ground the scaffold and can accomplish the construction of independent roof beam between high altitude large-span building, has effectively reduced the construction consumptive material, has improved work efficiency and construction security.
(2) The utility model discloses a downside swing joint of girder steel has the limit block subassembly, and limit component plays the limiting displacement to the girder steel, prevents to rock about the girder steel appears or take place the condition of offset, increases the stability of support system, ensures construction safety.
Drawings
Fig. 1 is a schematic diagram of the system of the present invention;
fig. 2 is a schematic view of a partial three-dimensional structure of the present invention;
fig. 3 is a cross-sectional view of the position limiting element of the present invention;
fig. 4 is a schematic view of the usage state of the present invention.
1-steel beam, 2-independent beam, 3-diagonal brace, 4-base, 5-upright rod, 6-transverse horizontal rod, 7-longitudinal horizontal rod, 8-limiting piece, 9-common bolt, 10-expansion bolt and 11-square timber.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention will be described in further detail with reference to the accompanying drawings and preferred embodiments. It should be understood, however, that the numerous specific details set forth in the specification are merely set forth to provide a thorough understanding of one or more aspects of the present invention, which may be practiced without these specific details.
As shown in fig. 1-3, the formwork support system for the independent beam between the high-altitude large-span buildings according to the present invention comprises a steel beam 1 erected on an independent beam 2, wherein the cross section of the steel beam 1 is i-shaped. The downside at 1 middle part of girder steel is equipped with independent roof beam 2, the both sides of independent roof beam 2 are equipped with bracing 3, the upper end and the 1 downside of girder steel of bracing 3 are articulated, the lower extreme of bracing 3 can be dismantled with the bottom of independent roof beam 2 and be connected, through setting up bracing 3, make bracing 3, form stable triangle-shaped bearing structure between girder steel 1 and the independent roof beam 2, provide more firm support for girder steel 1, bracing 3 and girder steel 1 are through articulated connected mode, make bracing 3 under the condition that the other end does not have the connection, can use articulated department as the fulcrum activity, and bracing 3 and independent roof beam 2 are for dismantling and being connected, when the 2 width of independent roof beam changes, need not to change bracing 3 again or dismantle bracing 3, through the articulated part of cooperation bracing 3, only need to be connected bracing 3 and independent roof beam 2 and can accomplish the installation of bracing 3.
Be equipped with full hall frame at the upside of girder steel 1, full hall frame pole setting 5, horizontal horizon bar 6 and vertical horizon bar 7 are provided with a plurality of bases 4 at the upside interval of girder steel 1, and base 4 is the sleeve, and telescopic lower extreme fixed welding is at the upside of girder steel 1, and the lower pot head of pole setting 5 is established on the sleeve. When the upright rod 5 is installed, only the upright rod 5 is sleeved on the base 4, and similarly, when the upright rod 5 is disassembled, only the upright rod 5 is taken down from the base 4, so that the upright rod 5 is more convenient to install and disassemble; install horizontal pole 6 and vertical horizontal pole 7 along the length direction interval of pole setting 5, and pole setting 5, horizontal pole 6 and vertical horizontal pole 7 are perpendicular crisscross setting, form full hall frame, and full hall frame can be as supporting. Supporting the individual beams 2 of the previous layer.
Wherein, the downside swing joint of girder steel 1 has the locating part subassembly, and the locating part subassembly is established to two, and two locating part subassemblies are established respectively in the both sides of independent roof beam 2. The locating part subassembly includes that two relative settings are at the locating part 8 of 1 lower extreme both sides of girder steel, and the pot head of every locating part 8 is established at 1 lower extreme of girder steel to be connected with girder steel 1 through ordinary bolt 9, the lower extreme of every locating part 8 passes through the fastener and is connected with independent roof beam 2. The fastener is expansion bolts 10, has seted up first mounting hole on locating part 8, corresponds with first mounting hole on independent roof beam and is equipped with the second mounting hole, and expansion bolts 10 passes first mounting hole and second mounting hole respectively and fixes locating part 8 on independent roof beam 2. The locating part 8 prevents that the horizontal direction of girder steel 1 from sliding and producing the offset with girder steel 1 and independent 2 zonulae occludens, influences construction quality and construction safety.
As shown in fig. 4, a construction method of an independent beam formwork support system between high-altitude large-span buildings comprises the following steps:
(1) erecting a steel beam 1 on the independent beam 2, and installing a limiting piece 8; the steel beam 1 is fixed on the independent beam 2 through the limiting pieces 8, the limiting pieces 8 are arranged on two sides of the independent beam 2, and each side is fixed on the independent beam 2 through the expansion bolts 10;
(2) an inclined strut 3 is arranged at the lower side of the steel beam 1; the lower end of the inclined strut 3 is fixed on the two opposite sides of the lower end of the independent beam 2 through expansion bolts 10, fixing plates are welded on the lower sides of the two ends of the steel beam 1, and the upper end of the inclined strut 3 is hinged to the fixing plates.
(3) A full hall frame is erected on the upper side of the steel beam 1; a plurality of bases 4 are welded on the upper side of the steel beam 1 at intervals, vertical rods 5 are sleeved on the bases 4, and transverse horizontal rods 6 and longitudinal horizontal rods 7 are fixed on the vertical rods 5 at intervals, so that the vertical rods 5, the transverse horizontal rods 6 and the longitudinal horizontal rods 7 are vertically arranged in a staggered mode in pairs to form a full hall frame. Square timber 11 is placed on the full hall frame, and a layer of independent beam is arranged on the square timber 11.
Claims (6)
1. The utility model provides a high altitude large-span inter-building independent beam template support system which characterized in that: including setting up the girder steel at independent roof beam, the both sides of independent roof beam are equipped with the bracing, the upper end of bracing with the girder steel downside is articulated, the lower extreme of bracing with the connection can be dismantled to the bottom of independent roof beam, full hall frame is set up to the upside of girder steel, the lower extreme of full hall frame pass through the base with the girder steel is connected.
2. The high-altitude large-span inter-building independent beam formwork support system according to claim 1, characterized in that: the cross section of the steel beam is I-shaped.
3. The high-altitude large-span inter-building independent beam formwork support system according to claim 1, characterized in that: the base is a sleeve, the lower end of the sleeve is fixedly connected to the upper side of the steel beam, and the lower end of the full hall frame is sleeved on the sleeve.
4. The high-altitude large-span inter-building independent beam formwork support system according to claim 2, characterized in that: the downside swing joint of girder steel has the locating part subassembly, the locating part subassembly is established to two, two the locating part subassembly is established respectively the both sides of independent roof beam.
5. The high-altitude large-span inter-building independent beam formwork support system according to claim 4, characterized in that: the locating part subassembly includes that two set up relatively the locating part of girder steel lower extreme both sides, every the pot head of locating part is established at the girder steel lower extreme to be connected through ordinary bolt and girder steel, every the lower extreme of locating part pass through the fastener with independent roof beam is connected.
6. The high-altitude large-span inter-building independent beam formwork support system according to claim 5, characterized in that: the fastener is expansion bolts, first mounting holes are formed in the limiting parts, second mounting holes are formed in the independent beams corresponding to the first mounting holes, and the expansion bolts penetrate through the first mounting holes and the second mounting holes respectively to fix the limiting parts on the independent beams.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123337873.6U CN217379782U (en) | 2021-12-27 | 2021-12-27 | High-altitude large-span inter-building independent beam formwork support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123337873.6U CN217379782U (en) | 2021-12-27 | 2021-12-27 | High-altitude large-span inter-building independent beam formwork support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217379782U true CN217379782U (en) | 2022-09-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123337873.6U Active CN217379782U (en) | 2021-12-27 | 2021-12-27 | High-altitude large-span inter-building independent beam formwork support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217379782U (en) |
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2021
- 2021-12-27 CN CN202123337873.6U patent/CN217379782U/en active Active
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