CN210918142U - Full hall support erection structure - Google Patents
Full hall support erection structure Download PDFInfo
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- CN210918142U CN210918142U CN201921589303.6U CN201921589303U CN210918142U CN 210918142 U CN210918142 U CN 210918142U CN 201921589303 U CN201921589303 U CN 201921589303U CN 210918142 U CN210918142 U CN 210918142U
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- pole setting
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- 239000004567 concrete Substances 0.000 claims abstract description 11
- 238000009432 framing Methods 0.000 claims description 13
- 230000001105 regulatory effect Effects 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 210000001503 joint Anatomy 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 230000000149 penetrating effect Effects 0.000 claims description 4
- 238000009434 installation Methods 0.000 abstract description 6
- 230000008901 benefit Effects 0.000 abstract description 5
- 238000010276 construction Methods 0.000 description 15
- XBWAZCLHZCFCGK-UHFFFAOYSA-N 7-chloro-1-methyl-5-phenyl-3,4-dihydro-2h-1,4-benzodiazepin-1-ium;chloride Chemical compound [Cl-].C12=CC(Cl)=CC=C2[NH+](C)CCN=C1C1=CC=CC=C1 XBWAZCLHZCFCGK-UHFFFAOYSA-N 0.000 description 10
- 238000000034 method Methods 0.000 description 10
- 229910001296 Malleable iron Inorganic materials 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 230000007306 turnover Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 210000004907 gland Anatomy 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The utility model relates to a full hall support erection structure, which belongs to the field of building structures and comprises a plurality of vertical rods vertically arranged on a concrete cushion layer, wherein the vertical rods are provided with a plurality of transverse horizontal rods and a plurality of longitudinal horizontal rods, the vertical rods are connected with cross nodes of the transverse horizontal rods and the longitudinal horizontal rods through space fasteners, transverse cross braces are arranged between the vertical rods and the transverse horizontal rods, the longitudinal cross braces are arranged between the vertical rods and the longitudinal horizontal rods, the top of each vertical rod is provided with a top support, the top support comprises a support rod, a support plate and an adjusting plate, the support plate is arranged at the top of the support rod, the support rod comprises a thread section and a straight rod section, a thread hole is arranged on the adjusting plate, the thread section is arranged in the thread hole, and the straight rod section is arranged in the vertical rod; the utility model has the advantages of the installation accuracy is just convenient for guarantee to the top support simple to operate.
Description
Technical Field
The utility model belongs to the technical field of building structure technique and specifically relates to a structure is set up to full hall support is related to.
Background
With the continuous and rapid development of economic society and the progressive progress of building science and technology, the scale, space and volume of building engineering are in the gradual growth trend, the plane layout and the structural type of buildings are more complex and diversified, and the large-span, large-section beam and high-space buildings put forward higher requirements on the safety management of high formwork construction.
The full framing method is a construction method of scaffolds which are densely arranged at certain intervals and play a supporting role, and is commonly used in cast-in-place bridge construction and cast-in-place floor construction at present. The construction of the full framing method is a long-term adopted method, and a large number of formwork supports are required during construction. The construction of the support method is that a support is erected at a bridge position, bridge body concrete is poured on the support, and a template and the support are removed after the concrete reaches the strength. The cast-in-place prestressed concrete continuous box girder based on the full framing method is a common construction method in bridge engineering, and in recent years, along with the rapid development of domestic railway and highway traffic infrastructure construction, more and more bridges are designed according to the full framing construction, so that the application process of the full framing is greatly promoted, and the full framing construction process is continuously improved. The full-space support is suitable for building bridge superstructure under the condition that pier body superstructure with height less than about 20m and other construction methods are not economical, has the advantages of multiple turnover times, short turnover time, less auxiliary equipment, reduction of waste of manpower and materials, is particularly suitable for construction of multi-span cast-in-place beams, ensures the engineering quality, can accelerate the construction progress, and has good economic benefit.
The prior Chinese patent with the publication number of CN203230163U discloses a full hall supporting frame system. The system comprises an upright rod and a horizontal rod, wherein the upright rod is connected with a transverse horizontal rod and a longitudinal horizontal rod at corresponding space nodes through space fasteners, each space fastener comprises a movable sleeve and two sets of pressing components, each pressing component comprises two hinged supports, one of the two hinged supports is hinged with a gland, the other hinged with a hasp, an accommodating opening for accommodating the corresponding horizontal rod is enclosed between the upper parts of the two hinged supports, an expansion block mounting groove is enclosed between the lower parts of the two hinged supports, an opening which is through from inside to outside is arranged on the sleeve wall of the movable sleeve at the position between the two hinged supports of each set of pressing components, and an expansion slide block which is used for wedging between the upright rod and the corresponding horizontal rod is arranged in the expansion block mounting groove in an anti-falling way; the hinged supports of the two sets of pressing components are positioned at two different sides of the movable sleeve, and the hinged axes of the two sets of pressing components are vertically crossed in space; the system has the characteristics of high disassembly and assembly efficiency and good safety.
However, it has disadvantages in that: the top of pole setting often is equipped with the top and holds in the palm in order to hold in the palm corresponding concrete form through corresponding steel pipe, and above-mentioned technical scheme's top holds in the palm very inconvenient when height-adjusting, and owing to in-process that full hall support was set up, has higher requirement to the position that the top held in the palm, and above-mentioned technical scheme is not convenient for guarantee the accuracy nature of top support installation.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a structure is set up to full hall support has the top and holds in the palm simple to operate and is convenient for guarantee installation accuracy's advantage.
The above object of the present invention can be achieved by the following technical solutions:
the utility model provides a structure is set up to full hall support, includes the pole setting of many vertical settings on the concrete cushion, be provided with many horizontal horizon bars and vertical horizon bar in the pole setting, the pole setting passes through the space fastener with horizontal horizon bar and vertical horizon bar three's cross node and is connected, be provided with horizontal bridging between pole setting and the horizontal horizon bar, be provided with vertical bridging between pole setting and the vertical horizon bar, every the top of pole setting all is provided with the top and holds in the palm, the top is held in the palm including die-pin, layer board and regulating plate, the layer board sets up the top at the die-pin, the die-pin includes screw thread section and straight rod section, set up threaded hole on the regulating plate, the screw thread section is worn to establish in the screw thread hole, straight rod section is worn to establish in.
By adopting the technical scheme, the top support positioned at the top of the vertical rod is used for supporting the corresponding concrete template, after the vertical rod, the transverse horizontal rod, the longitudinal horizontal rod, the transverse cross brace and the longitudinal cross brace are used for erecting the frame body, the straight rod section of the top support is inserted into the vertical rod, the adjusting plate is placed on the vertical rod, then the support rod is rotated to lower the adjusting plate to the designated height, finally the building template is installed on the top support, and the erection of the full-hall support is completed; because the length that the die-pin is located the pole setting inside and outside when the top is held in the palm the installation all has the requirement, through setting up the die-pin into screw thread section and straight pole section two parts, the length of straight pole section is the minimum length that the die-pin is located the pole setting inside promptly, and the position can't be fixed when the regulating plate is located straight pole section to must be located the screw thread section when having guaranteed that the regulating plate position obtains fixing, and then has guaranteed that the die-pin is located the inside minimum length of pole setting.
The utility model discloses further set up to: the bottom of regulating plate just is located the fixed toper piece that is provided with in top of pole setting, the middle part of toper piece is seted up with screw thread section screw thread fit's screw hole and is established on the screw thread section, the area of toper piece upper surface is greater than the area of toper piece lower surface, the lower surface of toper piece is inserted and is established in the pole setting.
Through adopting above-mentioned technical scheme, through setting up the toper piece in the bottom of regulating plate, insert the pole setting with the lower surface of toper piece during the installation in, the chucking of toper piece and pole setting inner wall is realized to the rethread pressing regulating plate, makes things convenient for in the pole setting that adapts to different internal diameters through selecting for use the toper piece.
The utility model discloses further set up to: the diameters of the thread section and the straight rod section are both larger than 36mm, the length of the thread section is smaller than 200mm, and the length of the straight rod section is larger than 150 mm.
Through adopting above-mentioned technical scheme, the diameter of the straight pole section and the screw thread section of die-pin all is greater than 36mm in order to satisfy the intensity requirement of die-pin, and the length of screw thread section is less than 200mm and the length of straight pole section is greater than 150mm to guarantee that the die-pin is located the length of pole setting inside and outside and meets the requirements, thereby guaranteed to a certain extent that the top holds in the palm the weight that is enough to support the building templates.
The utility model discloses further set up to: the thickness of the supporting plate and the thickness of the adjusting plate are both larger than 5 mm.
Through adopting above-mentioned technical scheme, layer board and regulating plate thickness all are greater than 5mm and adopt the preparation of malleable cast iron to satisfy the intensity requirement, avoid layer board and regulating plate to take place to damage and lead to the incident in the use to a certain extent.
The utility model discloses further set up to: the vertical rod, the transverse horizontal rod and the longitudinal horizontal rod are formed by butt joint of a plurality of steel pipes, and the adjacent two steel pipes are fixedly connected through a butt joint fastener.
Through adopting above-mentioned technical scheme, pole setting, horizontal horizon bar and vertical horizon bar all adopt the butt joint when connecing to improve overall structure's stability, thereby avoid the overlap joint to warp the unstability and lead to the support body accident of collapsing.
The utility model discloses further set up to: horizontal bridging and vertical bridging all are provided with 3 at least groups, and adjacent two sets of interval between the horizontal bridging and the interval between two sets of adjacent vertical bridging all are less than 5 m.
Through adopting above-mentioned technical scheme, set up the whole supporting role that plays of structure through setting up horizontal bridging of multiunit and vertical bridging to full hall support, improve overall structure's stability.
The utility model discloses further set up to: each group of the cross braces are composed of a plurality of pairs of crossed diagonal rods, and the diagonal rods are fastened with the vertical rods, the horizontal rods and the longitudinal horizontal rods through rotating fasteners.
Through adopting above-mentioned technical scheme, a plurality of diagonal rods to intercrossing form a set of bridging, support the support body to improve overall structure's stability.
The utility model discloses further set up to: and a backing plate is arranged between the upright post and the concrete cushion.
Through adopting above-mentioned technical scheme, the backing plate chooses for use thickness to be greater than 50mm and the width is greater than 200 mm's wooden board to guarantee that the pole setting atress is even.
To sum up, the utility model discloses following beneficial effect has: the utility model has the advantages that the supporting rod of the jacking support is arranged into the threaded section and the straight rod section, and the adjusting plate is certainly sleeved on the threaded section when being placed on the vertical rod, so that the minimum length of the supporting rod inside the vertical rod is ensured to meet the construction requirement; meanwhile, one end of the support rod is a straight rod section, so that the adjusting plate is directly inserted into the straight rod section when being installed on the support rod, and then is rotated to the thread section from the straight rod section, and the installation process of the adjusting plate is facilitated.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present invention;
fig. 2 is a schematic structural diagram of a top support according to an embodiment of the present invention.
Reference numerals: 1. erecting a rod; 2. a transverse horizontal bar; 3. a longitudinal horizontal bar; 4. a space fastener; 5. transversely supporting the scissors; 51. a diagonal bar; 6. longitudinal scissor supports; 7. jacking; 71. a support rod; 711. a threaded segment; 712. a straight pole section; 72. a support plate; 73. an adjusting plate; 731. a conical block; 8. a butt-joint fastener; 9. rotating the fastener; 10. a backing plate.
Detailed Description
The technical solution of the embodiment of the present invention will be described below with reference to the accompanying drawings.
As shown in figure 1, a structure is set up to full hall support, including many vertical settings pole setting 1 on the concrete cushion, the pad is equipped with backing plate 10 between pole setting 1 and the concrete cushion, and backing plate 10 chooses for use thickness to be greater than 50mm and the width is greater than 200 mm's wooden board to guarantee that support body pole setting 1 atress is even. Be provided with many horizontal horizon bars 2 and vertical horizon bar 3 in pole setting 1, pole setting 1 passes through space fastener 4 with horizontal horizon bar 2 and 3 three's of vertical horizon bar cross node and connects, and pole setting 1, horizontal horizon bar 2 and vertical horizon bar 3 are formed by many steel pipes butt joints, through 8 fixed connection of butt joint fastener between two adjacent steel pipes to improve overall structure's stability, avoid taking place to warp the unstability and lead to the support body accident of collapsing because of adopting the overlap joint.
As shown in fig. 1, be provided with horizontal bridging 5 between pole setting 1 and the horizontal pole 2, be provided with vertical bridging 6 between pole setting 1 and the vertical horizontal pole 3, horizontal bridging 5 and vertical bridging 6 all are provided with 3 at least groups, every group bridging comprises many pairs of intercrossing's down tube 51, down tube 51 and pole setting 1, all through rotating fastener 9 lock joint between down tube 51 and horizontal pole 2 and down tube 51 and the vertical horizontal pole 3, the structure is set up to full hall support whole to multiunit horizontal bridging 5 and vertical bridging 6 plays the supporting role, improve overall structure's stability. The distance between two adjacent groups of transverse cross braces 5 and the distance between two adjacent groups of longitudinal cross braces 6 are both smaller than 5m, so that the transverse cross braces 5 and the longitudinal cross braces 6 are guaranteed to be enough to support the full-space support erection structure.
As shown in fig. 1 and 2, a top support 7 is arranged at the top of each vertical rod 1, each top support 7 comprises a support rod 71, a support plate 72 and an adjusting plate 73, each support plate 72 is arranged at the top of each support rod 71, each support rod 71 comprises a threaded section 711 and a straight rod section 712, each adjusting plate 73 is provided with a threaded hole, each threaded section 711 is arranged in each threaded hole in a penetrating manner, each straight rod section 712 is arranged in each vertical rod 1 in a penetrating manner, the diameters of each threaded section 711 and each straight rod section 712 are larger than 36mm to meet the strength requirement of each support rod 71, the length of each threaded section 711 is smaller than 200mm, and the length of each straight rod section 712 is larger than 150mm to ensure that the support rods 71 are located inside and outside the vertical rods 1 to meet the construction requirement, so that the top supports the; the thickness of the supporting plate 72 and the adjusting plate 73 is larger than 5mm and made of malleable cast iron so as to meet the strength requirement.
As shown in fig. 2, the bottom of the adjusting plate 73 is fixedly provided with a tapered block 731 above the vertical rod 1, the middle portion of the tapered block 731 is provided with a threaded hole in threaded fit with the threaded section 711 and is sleeved on the threaded section 711, the area of the upper surface of the tapered block 731 is larger than that of the lower surface of the tapered block 731, the lower surface of the tapered block 731 is inserted into the vertical rod 1 during installation, and the tapered block 731 and the inner wall of the vertical rod 1 are clamped by pressing the adjusting plate 73.
The specific working process is as follows: after erecting the frame body by using the upright stanchion 1, the transverse horizontal bar 2, the longitudinal horizontal bar 3, the transverse cross brace 5 and the longitudinal cross brace 6, inserting the straight bar section 712 of the top support 7 into the upright stanchion 1, placing the adjusting plate 73 on the upright stanchion 1, then rotating the support bar 71 to lower the adjusting plate 73 to a specified height, finally installing the building template on the top support 7, and erecting the full-hall support; because the length of the supporting rod 71 inside and outside the vertical rod 1 is required when the top support 7 is installed, the supporting rod 71 is set to be a threaded section 711 and a straight rod section 712, the length of the straight rod section 712 is the minimum length of the supporting rod 71 inside the vertical rod 1, and the position cannot be fixed when the adjusting plate 73 is located on the straight rod section 712, so that the position of the adjusting plate 73 is ensured to be located on the threaded section 711 certainly when being fixed, and the minimum length of the supporting rod 71 inside the vertical rod 1 is further ensured.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. The utility model provides a structure is set up to full hall support, includes pole setting (1) of many vertical settings on the concrete cushion, be provided with many horizontal horizon bars (2) and vertical horizon bar (3) on pole setting (1), pole setting (1) is connected through space fastener (4) with horizontal horizon bar (2) and vertical horizon bar (3) three's cross node, be provided with horizontal bridging (5) between pole setting (1) and horizontal horizon bar (2), be provided with vertical bridging (6) between pole setting (1) and vertical horizon bar (3), every the top of pole setting (1) all is provided with top bracket (7), its characterized in that: the top support (7) comprises a support rod (71), a support plate (72) and an adjusting plate (73), the support plate (72) is arranged at the top of the support rod (71), the support rod (71) comprises a thread section (711) and a straight rod section (712), a threaded hole is formed in the adjusting plate (73), the thread section (711) is arranged in the threaded hole in a penetrating mode, and the straight rod section (712) is arranged in the vertical rod (1) in a penetrating mode.
2. The full framing erection structure of claim 1, wherein: the bottom of regulating plate (73) just is located the fixed toper piece (731) that is provided with in top of pole setting (1), the middle part of toper piece (731) is seted up with screw thread section (711) screw-thread fit's screw hole and is established on screw thread section (711), the area of toper piece (731) upper surface is greater than the area of toper piece (731) lower surface, the lower surface of toper piece (731) is inserted and is established in pole setting (1).
3. The full framing erection structure of claim 1, wherein: the diameters of the thread section and the straight rod section (712) are both larger than 36mm, the length of the thread section (711) is smaller than 200mm, and the length of the straight rod section (712) is larger than 150 mm.
4. The full framing erection structure of claim 1, wherein: the thickness of the supporting plate (72) and the thickness of the adjusting plate (73) are both larger than 5 mm.
5. The full framing erection structure of claim 1, wherein: the vertical rod (1), the horizontal rod (2) and the longitudinal horizontal rod (3) are formed by butt joint of a plurality of steel pipes, and the adjacent two steel pipes are fixedly connected through a butt joint fastener (8).
6. The full framing erection structure of claim 1, wherein: horizontal bridging (5) and vertical bridging (6) all are provided with 3 at least groups, and adjacent two sets of interval between horizontal bridging (5) and adjacent two sets of interval between vertical bridging (6) all are less than 5 m.
7. The full framing erection structure of claim 6, wherein: every group horizontal bridging (5) and vertical bridging (6) constitute by a plurality of pairs of intercrossing down tube (51), all through rotating fastener (9) lock joint between down tube (51) and pole setting (1), down tube (51) and horizontal pole (2) and down tube (51) and vertical horizontal pole (3).
8. The full framing erection structure of claim 1, wherein: a base plate (10) is arranged between the upright rod (1) and the concrete cushion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921589303.6U CN210918142U (en) | 2019-09-23 | 2019-09-23 | Full hall support erection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921589303.6U CN210918142U (en) | 2019-09-23 | 2019-09-23 | Full hall support erection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210918142U true CN210918142U (en) | 2020-07-03 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921589303.6U Active CN210918142U (en) | 2019-09-23 | 2019-09-23 | Full hall support erection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210918142U (en) |
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2019
- 2019-09-23 CN CN201921589303.6U patent/CN210918142U/en active Active
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240219 Address after: 518000 No. 3039 Baoan North Road, Luohu District, Shenzhen, Guangdong. Patentee after: Zhang Rui Country or region after: China Address before: Room 1609-1, 16th Floor, Building 1, No. 308 Shuncheng Street, Qingyang District, Chengdu City, Sichuan Province, 610031 Patentee before: Zhonghenghui Construction Co.,Ltd. Country or region before: China |
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| TR01 | Transfer of patent right |