CN202559772U - Temporary support rod of adjustable precast slab and precast wall - Google Patents
Temporary support rod of adjustable precast slab and precast wall Download PDFInfo
- Publication number
- CN202559772U CN202559772U CN2012201622484U CN201220162248U CN202559772U CN 202559772 U CN202559772 U CN 202559772U CN 2012201622484 U CN2012201622484 U CN 2012201622484U CN 201220162248 U CN201220162248 U CN 201220162248U CN 202559772 U CN202559772 U CN 202559772U
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- China
- Prior art keywords
- support bar
- end section
- steel pipe
- support rod
- plate
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Abstract
The utility model belongs to a residential construction auxiliary device and provides a temporary support rod of an adjustable precast slab and precast wall. The temporary support rod of the adjustable precast slab and precast wall is characterized by mainly comprising an upper support plate, an upper support rod, an upper adjusting rod, a middle support rod, a lower adjusting rod, a lower support rod and a lower support plate. The upper support plate and the lower support plate have the same structure and are mainly formed by a front vertical plate, a rear vertical plate and a horizontal bottom plate in a welded mode, wherein the front vertical plate, the rear vertical plate and the horizontal bottom plate are provided with connecting holes. The upper support rod is a long steel pipe with a lower end section provided with external threads, and the middle support rod is a steel pipe with an upper end section and a lower end section, wherein the upper end section and the lower end section are all provided with external threads. The upper adjusting rod and the lower adjusting rod have the same structure and are steel pipes with upper end sections and lower end sections, wherein the upper end sections and lower end sections are all provided with internal threads, and regular polyhedron sleeves with handles are fixedly installed on the periphery of middle sections of the upper adjusting rod and the lower adjusting rod. The upper adjusting rod is installed on the lower end section of the upper support rod provided with the upper support plate in a screwing mode, the middle support rod is installed on the lower end section of the upper adjusting rod in a screwing mode, the lower adjusting rod is installed on the lower end section of the middle support rod in a screwing mode, and the lower support rod of the lower support plate is installed on the lower end section of the lower adjusting rod in a screwing mode. One rod can be used in multiple purposes, so that the construction cost is saved.
Description
Technical field
The utility model belongs to the housing construction servicing unit, relates in particular to the interim support bar of a kind of dwelling house precast plate, wall.
Background technology
At present, the industrialization of domestic dwelling house is growing, and in the construction of dwelling house, more and more to the interim support of dry wall, plate prefabricated class A of geometric unitA such as (superimposed sheet, awning plates), common method for supporting is to use support bar; But existing supporting bar structure form is single, can only do a kind of vertical or oblique support, can not be general.In construction, often need be directed against dry wall, plate different structural forms, design the various supports rod member, caused the waste of human and material resources, financial resources.
Summary of the invention
The purpose of the utility model is to propose a kind of adjustable precast plate, the interim support bar of wall, and good stability, highly versatile, ability multi-use are practiced thrift construction cost.
The purpose of the utility model realizes like this: a kind of adjustable precast plate, the interim support bar of wall; It is characterized in that: this adjustable precast plate, the interim support bar of wall mainly are made up of upper backup pad, upper support bar, rise pole, middle support bar, lower dolly bar, lower support bar and lower supporting plate; The structure of this upper backup pad and lower supporting plate is identical, all is ⊥ shape, mainly is welded by front and back riser and horizonal base plate; And connecting hole about on the riser of front and back, offering symmetrically; This upper support bar is with externally threaded long steel pipe for the lower end section, offers up and down connecting hole in the upper end section correspondence of upper support bar, the upper support bar upper end section is inserted in the front and back riser of upper backup pad and installs bolt to be fixedly connected; Equally; This lower support bar is the externally threaded long steel pipe of upper end section band, and the section correspondence is offered up and down connecting hole in the lower end of lower support bar, the lower end section of lower support bar is inserted in the front and back riser of lower supporting plate and correspondence installs bolt and is fixedly connected; Support bar can be more piece in this; Support bar is that the upper and lower side section all is with externally threaded steel pipe in this; And this structure that raises pole and lower dolly bar is identical, this raise pole be all tapped steel pipe of upper and lower side section and in the stage casing of this steel pipe the regular polygon cover of periphery fixed installation band handle, be good especially with regular hexahedron cover at the stage casing periphery fixed installation band handle that raises the pole steel pipe; And this internal thread that raises pole all can be distinguished corresponding spinning with the external screw thread on upper support bar, lower support bar and the middle support bar; Like this, spinning raises pole on the section of the lower end of the upper support bar that upper backup pad is housed, support bar in the spinning on the lower end section that raises pole; Spinning lower dolly bar on the section of the lower end of middle support bar, spinning is equipped with the lower support bar of lower supporting plate on the section of the lower end of lower dolly bar.
During use; By twisting the regular polygon cover upper and lower adjusting rod is rotated to regulate the height between the support bar of upper, middle and lower; Both can be used for the vertical support of precast plate class A of geometric unitA such as superimposed sheet, awning plate, also can be used for the oblique support of dry wall, when upper support bar all is connected with two bolt with lower supporting plate with lower support bar with upper backup pad; Upper and lower gripper shoe is equivalent to the fixed end bearing, can be used for the vertical support (see figure 1) of plate class A of geometric unitA such as superimposed sheet, awning plate; When all only being connected with a bolt between upper support bar and upper backup pad and lower support bar and the lower supporting plate, upper and lower gripper shoe is equivalent to hinged-support, can be used for the oblique support (see figure 2) of dry wall, ability multi-use, saving construction cost.
The interim support bar of adjustable precast plate, wall that the utility model proposed, not only simple in structure, safe and reliable, good stability and highly versatile, ability multi-use have been practiced thrift construction cost.
Combine accompanying drawing and embodiment that the interim support bar of adjustable precast plate, wall that the utility model proposed is described further at present.
Description of drawings
Master when Fig. 1 uses for the interim support bar of adjustable precast plate, wall that the utility model proposed looks one of sketch map (the vertical support).
Master when Fig. 2 uses for the interim support bar of adjustable precast plate, wall that the utility model proposed looks two (oblique supports) of sketch map.
Fig. 3 is a part 3,5 among Fig. 1, Fig. 2: the schematic top plan view of the regular hexahedron cover of upper and lower adjusting rod.
Among Fig. 1, Fig. 2, Fig. 3: 1, upper backup pad 2, upper support bar 3, rise pole 4, middle support bar 5, lower dolly bar 6, lower support bar 7, lower supporting plate 8, bolt 9, regular hexahedron cover.
The specific embodiment
From Fig. 1, Fig. 2, Fig. 3, can find out: a kind of adjustable precast plate, the interim support bar of wall; It is characterized in that: this adjustable precast plate, the interim support bar of wall mainly are made up of upper backup pad 1, upper support bar 2, rise pole 3, middle support bar 4, lower dolly bar 5, lower support bar 6 and lower supporting plate 7; This upper backup pad 1 is identical with the structure of lower supporting plate 7, all is ⊥ shape, mainly is welded by front and back riser and horizonal base plate; And connecting hole about on the riser of front and back, offering symmetrically; This upper support bar 2 is with externally threaded long steel pipe for the lower end section, offers up and down connecting hole in the upper end section correspondence of upper support bar 2, upper support bar 2 upper end section is inserted in the front and back riser of upper backup pad 1 and installs bolt 8 to be fixedly connected; Equally; This lower support bar 6 is the externally threaded long steel pipe of upper end section band, and the section correspondence is offered up and down connecting hole in the lower end of lower support bar 6, the lower end section of lower support bar 6 is inserted in the front and back riser of lower supporting plate 7 and correspondence installs bolt 8 and is fixedly connected; Support bar 4 can be more piece in this; Support bar 4 all is with externally threaded steel pipe for the upper and lower side section in this; And that this raises pole 3 is identical with the structure of lower dolly bar 5, this raise pole 3 be all tapped steel pipe of upper and lower side section and in the stage casing of this steel pipe the regular polygon cover of periphery fixed installation band handle, be good especially to be with the regular hexahedron of handle to overlap 9 in the stage casing periphery fixed installation of raising pole 3 steel pipes; And this internal thread that raises pole 3 all can be distinguished corresponding spinning with the external screw thread on upper support bar 2, lower support bar 6 and the middle support bar 4; Like this, spinning raises pole 3 on the section of the lower end of the upper support bar that upper backup pad 1 is housed 2, is raising pole 3
The lower end section on support bar 4 in the spinning, spinning lower dolly bar 5 on the section of the lower end of middle support bar 4, spinning is equipped with the lower support bar 6 of lower supporting plate 7 on the section of the lower end of lower dolly bar 5.
During use; By twisting the regular polygon cover upper and lower adjusting rod 3,5 is rotated to regulate upper, middle and lower support bar 2,4, height between 6; Both can be used for the vertical support of precast plate class A of geometric unitA such as superimposed sheet, awning plate; Also can be used for the oblique support of dry wall; When upper support bar 2 all was connected with two bolt with lower supporting plate 7 with lower support bar 6 with upper backup pad 1, upper and lower gripper shoe 1,7 was equivalent to the fixed end bearing, can be used for the vertical support (see figure 1) of plate class A of geometric unitA such as superimposed sheet, awning plate; When all only being connected with a bolt between upper support bar 2 and upper backup pad 1 and lower support bar 6 and the lower supporting plate 7, upper and lower gripper shoe 1,7 is equivalent to hinged-support, can be used for the oblique support (see figure 2) of dry wall, ability multi-use, saving construction cost.
Claims (2)
1. an adjustable precast plate, the interim support bar of wall; It is characterized in that: this adjustable precast plate, the interim support bar of wall mainly are made up of upper backup pad (1), upper support bar (2), rise pole (3), middle support bar (4), lower dolly bar (5), lower support bar (6) and lower supporting plate (7); This upper backup pad (1) is identical with the structure of lower supporting plate (7); All be ⊥ shape; Mainly be welded by front and back riser and horizonal base plate, and on the riser of front and back, offer connecting hole up and down symmetrically, this upper support bar (2) is with externally threaded long steel pipe for the lower end section; Offer connecting hole up and down in the upper end section correspondence of upper support bar (2); Upper support bar (2) upper end section is inserted in the front and back riser of upper backup pad (1) and installs bolt (8) and be fixedly connected, same, this lower support bar (6) is the externally threaded long steel pipe of upper end section band; The section correspondence is offered up and down connecting hole in the lower end of lower support bar (6), the lower end section of lower support bar (6) is inserted in the front and back riser of lower supporting plate (7) and correspondence installs bolt (8) and is fixedly connected; Support bar in this (4) all is with externally threaded steel pipe for the upper and lower side section; And this rise pole (3) is identical with the structure of lower dolly bar (5); This raise pole (3) be all tapped steel pipe of upper and lower side section and in the stage casing of this steel pipe the periphery fixed installation be with the regular polygon cover of handle; And this internal thread that raises pole (3) all can be distinguished corresponding spinning with the external screw thread on upper support bar (2), lower support bar (6) and the middle support bar (4); Spinning raises pole (3) on the lower end section of the upper support bar that upper backup pad (1) is housed (2); Support bar (4) in the spinning on the lower end section that raises pole (3), spinning lower dolly bar (5) on the lower end section of middle support bar (4), spinning is equipped with the lower support bar (6) of lower supporting plate (7) on the lower end section of lower dolly bar (5).
2. adjustable precast plate according to claim 1, the interim support bar of wall is characterized in that the regular hexahedron cover (9) at the stage casing periphery fixed installation band handle that raises pole (3) steel pipe.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012201622484U CN202559772U (en) | 2012-04-17 | 2012-04-17 | Temporary support rod of adjustable precast slab and precast wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012201622484U CN202559772U (en) | 2012-04-17 | 2012-04-17 | Temporary support rod of adjustable precast slab and precast wall |
Publications (1)
Publication Number | Publication Date |
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CN202559772U true CN202559772U (en) | 2012-11-28 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN2012201622484U Expired - Lifetime CN202559772U (en) | 2012-04-17 | 2012-04-17 | Temporary support rod of adjustable precast slab and precast wall |
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CN (1) | CN202559772U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104563323A (en) * | 2013-10-09 | 2015-04-29 | 德胜(苏州)洋楼有限公司 | Wall separating supporting bar for wooden frame house |
CN107932010A (en) * | 2016-10-13 | 2018-04-20 | 中铁华铁工程设计集团有限公司 | On Bearing Cantilever of Motor In Subway Train more exchange device |
CN109610883A (en) * | 2018-10-31 | 2019-04-12 | 上海闵轩钢结构工程有限公司 | Temporary support is used in assembling type steel structure installation |
-
2012
- 2012-04-17 CN CN2012201622484U patent/CN202559772U/en not_active Expired - Lifetime
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104563323A (en) * | 2013-10-09 | 2015-04-29 | 德胜(苏州)洋楼有限公司 | Wall separating supporting bar for wooden frame house |
CN107932010A (en) * | 2016-10-13 | 2018-04-20 | 中铁华铁工程设计集团有限公司 | On Bearing Cantilever of Motor In Subway Train more exchange device |
CN109610883A (en) * | 2018-10-31 | 2019-04-12 | 上海闵轩钢结构工程有限公司 | Temporary support is used in assembling type steel structure installation |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CX01 | Expiry of patent term |
Granted publication date: 20121128 |
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CX01 | Expiry of patent term |