CN215107471U - Steel construction installation shore system - Google Patents

Abstract

The utility model belongs to the technical field of construction and specifically relates to a steel construction installation shore system is related to, steel construction installation shore system includes the scaffold frame, the scaffold frame top is supported there is the bed-jig, the bed-jig top is supported there is the jacking device that is used for adjusting the vertical mounted position of shaped steel member, supplementary large-span shaped steel beam erection arch, the shaped steel component by the jacking device supports. This application has the effect of the constructor installation shaped steel roof beam of being convenient for.

Description

Steel construction installation shore system

Technical Field

The application relates to the field of building construction, in particular to a steel structure mounting shoring system.

Background

The steel reinforced concrete combined member is a combined member which is formed by three materials of steel section of a core part, external steel bar and concrete and can work cooperatively. Compared with the common concrete beam, the section steel concrete beam has strong deformability and good anti-seismic performance, and more steel can be reasonably configured under the condition of the same section size.

In the construction process of the steel reinforced concrete beam, the steel plate is installed by adopting a tower crane and is feasible in arch camber mode, but is easy to be disturbed in the installation process, and is extremely difficult to realize adjustment due to the large dead weight of the steel plate and the deviation of arch camber height and installation position of the steel plates at two sides, thereby bringing about the problems of long time consumption and large loss in a series of reworking.

SUMMERY OF THE UTILITY MODEL

In order to facilitate constructor installation shaped steel roof beam, this application provides a steel construction installation shore system.

The utility model provides a steel construction installation shore system, includes the scaffold frame, the scaffold frame top is supported there is the bed-jig, the bed-jig top is supported there is the jacking device that is used for adjusting shaped steel board height, the shaped steel board by the jacking device supports.

Through adopting above-mentioned technical scheme, constructor sets up the scaffold frame earlier, installs the bed-jig in scaffold frame top afterwards, installs jacking device in the bed-jig top at last, carries out the hoist and mount process of shaped steel board afterwards, compares in correlation technique, and the constructor of being convenient for installs the shaped steel roof beam, makes constructor adjust shaped steel board arching height, mounted position's deviation easily, effectively promotes the efficiency of construction, reduces unnecessary economic loss.

Optionally, the jig frame comprises a support bracket and a support beam, the support bracket is of a frame structure, and the support beam is supported above the support bracket.

Through adopting above-mentioned technical scheme, constructor can select whether to use a supporting beam according to the actual demand, if not using a supporting beam, then can directly place the jacking device on supporting the bracket, if using a supporting beam, then can place the jacking device on a supporting beam, supporting beam and supporting bracket components of a whole that can function independently design, the constructor of being convenient for chooses for use.

Optionally, diagonal braces are respectively arranged on two sides of the section steel plate, and the bottoms of the diagonal braces are fixed on the scaffold.

Through adopting above-mentioned technical scheme, the diagonal brace carries out the side direction support to the shaped steel board, is favorable to promoting the stability of shaped steel board, reduces the possibility that shaped steel board side direction topples.

Optionally, the jig frame is formed by welding a plurality of I-shaped steel bars.

By adopting the technical scheme, the I-steel has good supporting performance, convenient material drawing and good economical efficiency.

Optionally, a U-shaped jacking is installed at the top of the scaffold, and the jig frame is detachably installed in the U-shaped jacking.

Through adopting above-mentioned technical scheme, U type top is held in the palm and is used for holding the bed-jig to the bed-jig, has better spacing support effect to the bed-jig, is favorable to promoting the stability of bed-jig on the scaffold.

Optionally, the jacking device is a jack.

By adopting the technical scheme, the jack has better jacking performance and high economical efficiency, and meets the requirements of actual engineering.

Optionally, demountable installation has the spacing clamp that is used for fixed both between jacking device and the bed-jig, the spacing clamp is the U type, the spacing clamp includes the connecting plate and two extension plates perpendicular to connecting plate both ends respectively.

Through adopting above-mentioned technical scheme, but spacing clamp centre gripping fixed jacking device and bed-jig have promoted the stability of jacking device on the bed-jig, reduce the unexpected skew of jacking device or the probability that breaks away from the bed-jig.

Optionally, the extension plate is provided with a fastening member for screwing in and fastening the jacking device or the jig frame, and the fastening member includes a screw rod in threaded connection with the extension plate.

Through adopting above-mentioned technical scheme, constructor can use the piece of keeping to support tight bed-jig or jacking device to locating part and bed-jig and jacking device complex are inseparabler, strengthen the fixed effect of spacing clamp.

Optionally, one end of the screw, which is far away from the jacking device or the jig frame, is provided with a screw cap for a wrench to screw a screw cap and for a person to manually screw the screw cap.

Through adopting above-mentioned technical scheme, constructor can use the spanner to twist the nut or the manual cap of twisting soon drives the screw rod rotatory, and the operation mode is various and comparatively convenient.

In summary, the present application includes at least one of the following beneficial technical effects:

1. compared with the prior art, the method has the advantages that constructors can conveniently install the section steel beams, so that the constructors can easily adjust the arching height and the deviation of the installation position of the section steel plates, the construction efficiency is effectively improved, and unnecessary economic loss is reduced;

2. constructors can select whether to use the supporting beam according to actual requirements, if the supporting beam is not used, the jacking device can be directly placed on the supporting bracket, if the supporting beam is used, the jacking device can be placed on the supporting beam, and the supporting beam and the supporting bracket are designed in a split mode, so that the constructors can conveniently select and use the supporting beam;

3. the diagonal brace rod carries out the side direction support to shaped steel plate, is favorable to promoting shaped steel plate's stability, reduces shaped steel plate lateral overturning's possibility.

Drawings

Fig. 1 is a schematic structural diagram of a steel structure installation shoring system according to a first embodiment of the present application.

Fig. 2 is a sectional view taken along line a-a of fig. 1.

Fig. 3 is a schematic view of the assembly of the jig frame and the jacking device in fig. 1.

Fig. 4 is a top view of the jig frame.

Fig. 5 is a schematic view illustrating the assembly of the jig frame, the jacking device and the limiting member according to the second embodiment of the present application.

Fig. 6 is a schematic view of the limit clamp and the holding member in fig. 5.

FIG. 7 is a cross-sectional view of the retainer member in connection with the spacing clip.

Fig. 8 is a flow chart of a construction process of the steel structure installation shoring system.

Description of reference numerals: 1. a scaffold; 10. u-shaped jacking; 2. a jig frame; 20. a support bracket; 21. a support beam; 3. a jacking device; 4. a diagonal brace; 5. a limiting clamp; 50. a connecting plate; 51. an extension plate; 510. a yielding groove; 52. a top plate; 520. a slider; 6. an abutting piece; 60. a screw; 61. a nut; 62. screwing the cap; 63. the ball is articulated.

Detailed Description

The present application is described in further detail below with reference to figures 1-8.

The embodiment of the application discloses steel construction installation shore system.

Example 1

Referring to fig. 1 and 2, the section steel beam is formed by sequentially splicing a plurality of section steel plates, and the splicing positions are connected by steel plates and bolts; a steel structure mounting shoring system comprises a scaffold 1 erected on the ground; a plurality of jig frames 2 are arranged above the scaffold 1 along the arrangement direction of the section steel plates, and the number of the jig frames 2 is equal to that of the section steel plates; referring to fig. 3 and 4, the jig frame 2 includes a support bracket 20 and a support beam 21, the support bracket 20 is a rectangular frame structure, the support bracket 20 is formed by welding a plurality of 20# i-steels, a U-shaped top bracket 10 is inserted at the top end of the steel pipe of the scaffold 1 corresponding to the support bracket 20, the U-shaped top bracket 10 is used for supporting the support bracket 20, and the i-steels of the support bracket 20 are detachably clamped in the plurality of U-shaped top brackets 10; the length direction of the support beam 21 is parallel to the length direction of the section steel beam, the support beam 21 is erected at the middle position of the support bracket 20 and is supported by the support bracket 20, and the support beam 21 in the embodiment is an I-shaped steel; meanwhile, for the more stable supporting jig frame 2, the scaffold 1 in this embodiment has adopted a full framing.

Referring to fig. 1 and 3, a height-adjustable jacking device 3 is placed in the middle of the top surface of the support beam 21, the jacking device 3 is located below the end of the section steel plate and is used for supporting the section steel plate, the jacking device 3 in the embodiment is a jack, in other examples, a hydraulic cylinder and other axially telescopic devices can be used, and a constructor can adjust the arching height of the end of the section steel plate through the jacking device 3; in order to promote the stability of shaped steel roof beam in the installation, still supported respectively in shaped steel board both sides that carry on the back mutually diagonal brace 4, diagonal brace 4 slope sets up, and 4 tops of diagonal brace support in the linking department of shaped steel board top pterygoid lamina and web, and 4 bottoms of diagonal brace pass through the scaffold frame fastener to be fixed on scaffold frame 1.

The implementation principle of the embodiment 1 is as follows: firstly, a constructor sets up a scaffold 1 on the ground, installs a U-shaped jacking 10 at the top end of the scaffold 1, places a jig frame 2 in the U-shaped bracket 10 along the length direction of a section steel beam, selects whether to use a supporting beam 21 according to construction requirements, directly places the supporting beam 21 at the top of a supporting bracket 20 if the supporting beam 21 is used, then places a jacking device 3 at the top of the supporting beam 21, and directly places the jacking device 3 at the top of the supporting bracket 20 if the supporting beam 21 is not used; hoisting the section steel plates by using a tower crane, after hoisting one section steel plate according to the hoisting sequence from two ends to the middle, adjusting the elevation by using a jacking device 3, primarily screwing bolts, and installing inclined support rods 4 at two sides of each section steel plate to prevent the section steel plates from laterally toppling and deforming; installing the next section of profiled steel plate in the same way, measuring and correcting the deviation after the whole profiled steel beam is completely hoisted, then finally screwing the bolts, and welding two adjacent profiled steel plates after the whole profiled steel beam is completely screwed; and after welding, ultrasonic waves are used for flaw detection of the section steel beam, the jacking device 3 and the jig frame 2 are dismantled after the section steel beam is qualified, the section steel beam is dismantled from two ends to the middle one by one during dismantling, the jacking device 3 is dismantled firstly, and the jig frame 2 is removed after the section steel beam is stabilized for 24 hours.

Example 2

Referring to fig. 5 and 6, in order to improve the stability of the jacking device 3 on the supporting beam 21 and the stability of the supporting beam 21 on the supporting bracket 20, the present embodiment is different from embodiment 1 in that a limit clamp 5 for fixing the jacking device 3 is arranged between the jacking device 3 and the supporting beam 21, and a limit clamp 5 for fixing the supporting beam 21 is arranged between the supporting beam 21 and the supporting bracket 20; taking the limiting clamp 5 between the supporting beam 21 and the supporting bracket 20 as an example, the overall limiting clamp 5 is U-shaped, and includes a connecting plate 50 and two extension plates 51 welded at two ends of the connecting plate 50 vertically, the extension plates 51 are provided with a yielding groove 510 along a direction perpendicular to the connecting plate 50, the yielding groove 510 is located on a center line of the extension plates 51, and the yielding groove 510 penetrates through two side walls of the extension plates 51 opposite to each other; the offset groove 510 is used for accommodating the web of the support beam 21, thereby increasing the contact area between the extension plate 51 and the support beam 21 and the support bracket 20, and improving the firmness of the spacing clip 5.

Referring to fig. 5 and 6, in order to more firmly install the position-limiting clamp 5 between the support beam 21 and the support bracket 20, a tightening member 6 is provided on the extension plate 51; the abutting piece 6 comprises a screw rod 60 in threaded connection with the extension plate 51, the screw rod 60 is perpendicular to the extension plate 51, one end of the screw rod 60 can detachably abut against a wing plate, the other end of the screw rod 60 is coaxially welded with a screw cap 61, and a constructor can screw the screw cap 61 through a wrench to drive the screw rod 60 to rotate; a screw cap 62 is welded to the side of the screw cap 61 facing away from the screw 60, and the operator can also manually screw the screw cap 62 to drive the screw 60 to rotate.

Referring to fig. 6 and 7, in order to make the spacing clip 5 fit with the support beam 21 and the support bracket 20 more tightly, a top plate 52 is slidably disposed between the two extension plates 51, a sliding block 520 is welded on the side wall of the top plate 52 close to the extension plates 51, the sliding block 520 is slidably connected in the abdicating groove 510, that is, the abdicating groove 510 defines the sliding direction of the sliding block 520; the middle of the top plate 52 is embedded with a hinge ball 63, the hinge ball 63 is welded with a screw rod 60, the screw rod 60 is in threaded connection with the connecting plate 50, the screw rod 60 is perpendicular to the connecting plate 50, the screw rod 60 is also provided with a nut 61 and a screw cap 62, and after the screw rod 60 is in spherical hinge with the top plate 52, a constructor drives the screw rod 60 to rotate, the screw rod 60 can drive the top plate 52 to move along the extending direction of the abdicating groove 510, so that the top plate 52 is tightly abutted to the supporting beam 21 and the supporting bracket 20, and the stability of the limiting clamp 5 after installation is improved.

The implementation principle of the embodiment 2 is as follows: after the constructor places the support beam 21 on the support bracket 20, the limit clamp 5 is clamped between the support beam 20 and the support bracket 20, the screw rod 60 on the extension plate 51 is rotated to enable the screw rod 60 to be tightly pressed against the support beam 21 or the support bracket 20, and then the screw rod 60 on the connecting plate 50 is rotated to enable the top plate 52 to be tightly pressed against the support beam 21 and the support bracket 20; and similarly, finishing the installation of the limiting clamp 5 between the jacking device 3 and the supporting beam 21.

The embodiment of the application further discloses a construction process of the steel structure mounting shoring system. Referring to fig. 8, the construction process of the steel structure installation shoring system comprises the following steps:

s1, erecting a scaffold 1, erecting a full framing within a designed construction range by constructors, performing stability detection work of the full framing, and then installing a U-shaped jacking 10 at the top end of the scaffold 1;

s2, mounting the jig frame 2, welding a plurality of I-shaped steels into a rectangular frame structure to form a support bracket 10, mounting a single I-shaped steel on the top end of the support bracket 10, wherein the single I-shaped steel becomes a support beam 21, and a constructor can select to use or not use the support beam 21 according to needs and mount the support bracket 10 on the U-shaped top bracket 10;

s3, installing the jacking device 3, and vertically placing the jacking device 3 in the middle of the top of the jig frame 2;

s4, installing the section steel plates, hoisting the section steel plates by using a tower crane by constructors, hoisting the section steel plates from two ends to the middle, adjusting the elevation by using the jacking device 3 after hoisting one section steel plate, and primarily screwing the bolts; inclined support rods 4 are arranged on two sides of the section steel plate to prevent the section steel beam from laterally inclining and deforming; installing the next section of profiled steel plate in the same manner, measuring and correcting the deviation after the whole profiled steel beam is completely hoisted, then finally screwing the bolts, and welding two adjacent profiled steel plates after the whole profiled steel beam is completely finally screwed;

s5, flaw detection is carried out on the section steel beam, an ultrasonic instrument is used for carrying out flaw detection treatment on the section steel beam, and whether the section steel beam is qualified or not is detected;

s6, dismantling the jacking device 3, the jig frame 2 and the scaffold 1, firstly dismantling the jacking device 3, removing the jig frame 2 after the section steel beam is stabilized for 24 hours, and dismantling the scaffold 1 at the end of the project.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (9)

1. The utility model provides a steel construction installation shore system which characterized in that: including scaffold frame (1), scaffold frame (1) top is supported there is bed-jig (2), bed-jig (2) top is supported there is jacking device (3) that are used for adjusting shaped steel component installation location and arching height, the shaped steel component by jacking device (3) support.

2. The steel structure mounting shoring system of claim 1, wherein: the jig frame (2) comprises a support bracket (20) and a support beam (21), wherein the support bracket (20) is of a frame structure, and the support beam (21) is supported above the support bracket (20).

3. The steel structure mounting shoring system of claim 2, wherein: inclined stay bars (4) are respectively arranged on two sides of the section steel component, and the bottoms of the inclined stay bars (4) are fixed on the scaffold (1).

4. The steel structure mounting shoring system of claim 3, wherein: the jig frame (2) is formed by welding a plurality of I-shaped steel bars.

5. The steel structure mounting shoring system of claim 4, wherein: u type top support (10) are installed at scaffold frame (1) top, bed-jig (2) demountable installation is in U type top support (10).

6. The steel structure mounting shoring system of claim 4, wherein: the jacking device (3) is a jack.

7. The steel structure mounting shoring system of claim 6, wherein: demountable installation has between jacking device (3) and bed-jig (2) and is used for fixed spacing clamp (5) between them, spacing clamp (5) are the U type, spacing clamp (5) are including connecting plate (50) and two extension plates (51) of perpendicular rigid coupling in connecting plate (50) both ends respectively.

8. The steel structure mounting shoring system of claim 7, wherein: the extension plate (51) is provided with a propping piece (6) for screwing in and propping the jacking device (3) or the jig frame (2), and the propping piece (6) comprises a screw rod (60) in threaded connection with the extension plate (51).

9. The steel structure mounting shoring system of claim 8, wherein: and one end of the screw rod (60) far away from the jacking device (3) or the jig frame (2) is provided with a screwing nut (61) for a wrench and a screwing cap (62) for a person to manually screw.

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