CN210032102U - Support for mounting external hanging piece of building - Google Patents
Support for mounting external hanging piece of building Download PDFInfo
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- CN210032102U CN210032102U CN201920796459.5U CN201920796459U CN210032102U CN 210032102 U CN210032102 U CN 210032102U CN 201920796459 U CN201920796459 U CN 201920796459U CN 210032102 U CN210032102 U CN 210032102U
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Abstract
The utility model discloses a support for outer pendant installation of building, which comprises a bracket body, the support body is including being used for the connecting plate that support body and building link to each other, the backup pad that is used for support body support concrete prefabricated component, still includes many stay bolts for backup pad threaded connection, and when each stay bolt was rotatory around self axis, each stay bolt's upper end all can extend to the top of backup pad, and at each stay bolt around self axis rotation in-process, in vertical direction, each stay bolt upper end changed with the interval of backup pad. The height-adjustable support is simple in structure, the bottom of the component can be supported to complete the installation of the component on the outer wall, and meanwhile the installation height of the component can be adjusted.
Description
Technical Field
The utility model relates to a support technical field especially relates to a support that is used for outer pendant of building to install.
Background
With the rapid development of society, especially the continuous progress of science and technology, people's life is greatly improved and enhanced, and the continuous upgrading of urbanization process advances, so that the social superior resources are highly concentrated in the front line and the central city of limited land area, and a large number of high-school-history and high-quality people begin to be crowded to the big city in order to enjoy the advantages of superior resource agencies. In order to accommodate more people living in limited land, many super high-rise buildings are pulled out like spring shoots after rain.
In the construction of super high-rise, because the function of the building layer is different, the building layer can be divided into a standard layer and a non-standard layer according to the layer height, for example, the standard layer height is generally 4.15m, and the building layer with the layer height between 5m and 6m is a non-standard layer, that is, the layer height of the non-standard layer is greatly different from that of the conventional building layer.
At present, the first floor and the middle change floor of a building are mostly nonstandard floors, and when components such as concrete prefabricated external wall panels, bay windows and the like are installed on the first floor and the middle change floor, the elevation of the components is not easy to control.
SUMMERY OF THE UTILITY MODEL
To the non-standard layer that above-mentioned provided, when components such as prefabricated external wallboard of concrete, window that wafts were installed on first floor and middle time change layer, the elevation of component is wayward technical problem often, the utility model provides a support that is used for outer pendant of building installation. The height-adjustable support is simple in structure, the bottom of the component can be supported to complete the installation of the component on the outer wall, and meanwhile the installation height of the component can be adjusted.
To the above problem, the utility model provides a support for installation of outer pendant of building solves the problem through following technical essential: a support for installation of outer pendant of building, including the support body, the support body is including being used for the connecting plate that the support body links to each other with the building, the backup pad that is used for the support body to support the precast concrete component, still includes a plurality of stay bolts for backup pad threaded connection, and when each stay bolt rotated around self axis, the upper end of each stay bolt all can extend to the top of backup pad, and at each stay bolt around self axis rotation in-process, in vertical direction, the interval of each stay bolt upper end and backup pad changed.
At present, when components such as wall boards, bay windows and the like are installed on a first floor and a middle change floor, because the bottom of the component cannot be always supported by the outer wall of a building, aiming at the installation of the component, the scheme provides a support for assisting the installation of the component or directly supporting the component: the support body is connected to the outer wall of a building through a connecting plate, and the supporting bolt on the supporting plate is used as a direct supporting part for the bottom of the component. Because there is the difference itself between the layer height individuality on non-standard layer, so inconvenient adoption scaling-off mould, die carrier etc. set for connecting plate installation station, to the installation of connecting plate on the building, among the traditional mode, no matter adopt to drill the system hole on the wall body after the solidification and accomplish the connecting plate installation or accomplish the connecting plate installation through setting up the built-in fitting, can have installation station setting error: aiming at drilling holes, the positioning and extending direction of the holes have influence on the determined installation station; for embedded parts, the displacement of the embedded parts during the curing and forming process of the building has influence on the determined installation stations.
In this scheme, through setting up to still including the stay bolt for backup pad threaded connection, and the upper end of stay bolt can extend to the upside of backup pad, at the stay bolt rotation in-process, the interval of stay bolt upper end and backup pad in vertical direction changes, so this scheme utilization stay bolt's upper end is as direct support piece with the supporting member with the contact of component bottom, through rotating the stay bolt, not only make corresponding holding surface position on vertical side linear adjustable, this scheme simple structure simultaneously, even under the prerequisite that bears the weight of the component, utilize corresponding torque to apply the equal comparatively easy completion stay bolt rotation operation of instrument.
The further technical scheme is as follows:
as technical personnel in this field, above support adopt the steel construction frame can, and the intensity of steel construction frame satisfy bear the weight of the requirement can, nevertheless set up the internal thread on the material comparatively commonly used now, the internal thread does not generally have ideal mechanical strength, as a realization scheme that easily draws materials and processing is convenient, the preferred setting is: the welding has many nuts in the backup pad, the quantity of nut equals with the quantity of stay bolt, and each stay bolt all forms threaded connection through a nut and backup pad and concerns. Further, set up as the nut welds on the upper surface of backup pad, sets up the through-hole that is used for supporting bolt to pass in the backup pad, and like this, the support of backup pad upper surface tip to the nut does benefit to the mechanical strength who guarantees this support.
As a specific implementation mode, the building structure further comprises a connecting bolt used for enabling the connecting plate to form a bolt connection relation with the building, and the axis of the connecting bolt is perpendicular to the axis of the supporting bolt. In this mode, connecting bolt is used for realizing the bolted connection between this support and the building, sets up to mutually perpendicular, aim at connecting bolt with the level condition with this support restraint back on avoiding of building, supporting bolt's axis can be located vertical direction, like this, does benefit to the atress that optimizes supporting bolt: as far as possible without shearing.
As a light in weight, and support reliable support body implementation mode, set up to: the support body further comprises an inclined supporting plate, the connecting plate and the supporting plate are enclosed to form a right-angled triangular support frame, and the connecting plate and the supporting plate are right-angled sides of the right-angled triangular support frame. This scheme of adoption, when the connecting plate is vertical to be installed on the building, the backup pad can provide horizontally installation face for stay bolt.
As a technical scheme with ideal rigidity under the condition of less material consumption, the connecting plate and the supporting plate are angle steel sections.
In order to optimize the stress of the building surface, the method comprises the following steps: the surface of the connecting plate for being attached to a building is a plane.
As a technical scheme for completing the installation of the support on the building by arranging the embedded parts, the support further comprises a connecting bolt for enabling the connecting plate to form a bolt connection relationship with the building and a sleeve for forming a threaded connection relationship with the connecting bolt, wherein the sleeve is embedded in the building.
In order to ensure the bearing capacity, the method comprises the following steps: the quantity of connecting bolt and sleeve is a plurality ofly, and the quantity of connecting bolt equals with telescopic quantity, each sleeve all be used for with connecting bolt cooperation also.
The utility model discloses following beneficial effect has:
this scheme provides a support is used for auxiliary member installation or direct supporting member: the support body is connected to the outer wall of a building through a connecting plate, and the supporting bolt on the supporting plate is used as a direct supporting part for the bottom of the component. Because there is the difference itself between the layer height individuality on non-standard layer, so inconvenient adoption scaling-off mould, die carrier etc. set for connecting plate installation station, to the installation of connecting plate on the building, among the traditional mode, no matter adopt to drill the system hole on the wall body after the solidification and accomplish the connecting plate installation or accomplish the connecting plate installation through setting up the built-in fitting, can have installation station setting error: aiming at drilling holes, the positioning and extending direction of the holes have influence on the determined installation station; for embedded parts, the displacement of the embedded parts during the curing and forming process of the building has influence on the determined installation stations.
In this scheme, through setting up to still including the stay bolt for backup pad threaded connection, and the upper end of stay bolt can extend to the upside of backup pad, at the stay bolt rotation in-process, the interval of stay bolt upper end and backup pad in vertical direction changes, so this scheme utilization stay bolt's upper end is as direct support piece with the supporting member with the contact of component bottom, through rotating the stay bolt, not only make corresponding holding surface position on vertical side linear adjustable, this scheme simple structure simultaneously, even under the prerequisite that bears the weight of the component, utilize corresponding torque to apply the equal comparatively easy completion stay bolt rotation operation of instrument.
Drawings
Fig. 1 is a structural side view of a specific embodiment of a bracket for mounting an external hanging member of a building according to the present invention.
The labels in the figure are respectively: 1. connecting plate, 2, connecting bolt, 3, backup pad, 4, supporting bolt, 5, oblique fagging.
Detailed Description
The present invention will be described in further detail with reference to the following examples, but the present invention is not limited to the following examples:
example 1:
as shown in fig. 1, the bracket for mounting the external hanging part of the building comprises a bracket body, wherein the bracket body comprises a connecting plate 1 for connecting the bracket body with the building, a supporting plate 3 for supporting the concrete prefabricated part by the bracket body, and a plurality of supporting bolts 4 in threaded connection with the supporting plate 3, when each supporting bolt 4 rotates around the axis of the supporting bolt, the upper end of each supporting bolt 4 can extend to the position above the supporting plate 3, and in the process that each supporting bolt 4 rotates around the axis of the supporting bolt, the distance between the upper end of each supporting bolt 4 and the supporting plate 3 changes in the vertical direction.
At present, when components such as wall boards, bay windows and the like are installed on a first floor and a middle change floor, because the bottom of the component cannot be always supported by the outer wall of a building, aiming at the installation of the component, the scheme provides a support for assisting the installation of the component or directly supporting the component: the support body is connected to the outer wall of a building through a connecting plate 1, and a support bolt 4 on the support plate 3 is used as a direct support part for the bottom of a component. Because there is the difference itself between the layer height individual on non-standard layer, so inconvenient adoption scaling-off mould, die carrier etc. set for 1 erection site of connecting plate, to the installation of connecting plate 1 on the building, among the traditional mode, no matter adopt on the wall body after the solidification drilling hole accomplish 1 installations of connecting plate or accomplish 1 installations of connecting plate through setting up the built-in fitting, can have erection site setting error: aiming at drilling holes, the positioning and extending direction of the holes have influence on the determined installation station; for embedded parts, the displacement of the embedded parts during the curing and forming process of the building has influence on the determined installation stations.
In this scheme, through setting up to still including for 3 threaded connection's of backup pad supporting bolt 4, and the upper end of supporting bolt 4 can extend to the upside of backup pad 3, at the supporting bolt 4 rotation in-process, the interval of supporting bolt 4 upper end and backup pad 3 in vertical direction changes, so this scheme utilization supporting bolt 4's upper end is as direct and the support piece with the supporting member of component bottom contact, through rotating supporting bolt 4, not only make corresponding holding surface position on vertical direction linear adjustable, this scheme simple structure simultaneously, even under the prerequisite of the weight of bearing the component, utilize corresponding torque to apply the equal easy 4 swivelling joint of completion supporting bolt of instrument.
Example 2:
this embodiment is further limited on the basis of embodiment 1, as shown in fig. 1, as a person skilled in the art, the above support is a steel structure frame, and the strength of the steel structure frame meets the bearing requirement, but an internal thread is provided on the existing commonly used material, and the internal thread generally does not have ideal mechanical strength, and as an implementation scheme which is easy to obtain materials and convenient to process, the preferable setting is as follows: the welding has many nuts on the backup pad 3, the quantity of nut equals with the quantity of stay bolt 4, and each stay bolt 4 all forms threaded connection through a nut and backup pad 3 and concerns. Further, set up as the nut welds on the upper surface of backup pad 3, sets up the through-hole that is used for jack bolt 4 to pass on the backup pad 3, and like this, 3 upper surface end of backup pad do benefit to the mechanical strength who guarantees this support to the support of nut.
As a concrete implementation mode, the building structure further comprises a connecting bolt 2 used for enabling the connecting plate 1 to form a bolt connection relationship with the building, and the axis of the connecting bolt 2 is perpendicular to the axis of the supporting bolt 4. In this mode, connecting bolt 2 is used for realizing the bolted connection between this support and the building, sets up to mutually perpendicular, aim at connecting bolt 2 with the horizontal condition with this support restraint in the avoidance of building back, the axis of stay bolt 4 can be located vertical direction, like this, does benefit to the atress that optimizes stay bolt 4: as far as possible without shearing.
As a light in weight, and support reliable support body implementation mode, set up to: the support body still includes inclined supporting plate 5, and inclined supporting plate 5, connecting plate 1, 3 three of backup pad enclose into right-angled triangle support frame, and connecting plate 1 and backup pad 3 are a right-angle side of right-angled triangle support frame. This scheme of adoption, when connecting plate 1 is vertical installs on the building, backup pad 3 can provide the horizontally installation face for stay bolt 4.
As a technical scheme with ideal rigidity under the condition of less material consumption, the connecting plate 1 and the supporting plate 3 are angle steel sections.
In order to optimize the stress of the building surface, the method comprises the following steps: the surface of the connecting plate 1 for jointing with a building is a plane.
As a technical scheme for completing the installation of the support on a building by arranging embedded parts, the support further comprises a connecting bolt 2 used for enabling the connecting plate 1 to form a bolt connection relation with the building, and further comprises a sleeve used for forming a threaded connection relation with the connecting bolt 2, wherein the sleeve is embedded in the building.
In order to ensure the bearing capacity, the method comprises the following steps: the number of the connecting bolts 2 and the number of the sleeves are multiple, the number of the connecting bolts 2 is equal to that of the sleeves, and each sleeve is used for being matched with the connecting bolt 2.
The foregoing is a more detailed description of the present invention, taken in conjunction with the specific preferred embodiments thereof, and it is not intended that the invention be limited to the specific embodiments thereof. To the utility model belongs to the technical field of the ordinary skilled person say, do not deviate from the utility model discloses a other embodiments that reach under the technical scheme all should be contained the utility model discloses a within the scope of protection.
Claims (8)
1. A support for installation of building outer pendant, including the support body, the support body is including being used for connecting plate (1) that the support body links to each other with the building, backup pad (3) that are used for the support body to support the precast concrete component, its characterized in that still includes a plurality of stay bolts (4) for backup pad (3) threaded connection, when each stay bolt (4) is rotatory around self axis, the upper end of each stay bolt (4) all can extend to the top of backup pad (3), and in each stay bolt (4) around self axis rotation in-process, in vertical direction, the interval of each stay bolt (4) upper end and backup pad changes.
2. The support for mounting the external hanging piece of the building according to claim 1, wherein a plurality of nuts are welded on the support plate (3), the number of the nuts is equal to that of the support bolts (4), and each support bolt (4) is in threaded connection with the support plate (3) through one nut.
3. The bracket for mounting the external pendant of the building according to claim 1, further comprising a connecting bolt (2) for enabling the connecting plate (1) to form a bolt connection relationship with the building, wherein the axis of the connecting bolt (2) and the axis of the supporting bolt (4) are perpendicular to each other.
4. The support for mounting the external hanging piece of the building according to claim 1, wherein the support body further comprises a diagonal support plate (5), the connecting plate (1) and the support plate (3) form a right-angled triangle support frame, and the connecting plate (1) and the support plate (3) are both right-angled sides of the right-angled triangle support frame.
5. The bracket for mounting the external hanging part of the building according to claim 4, wherein the connecting plate (1) and the supporting plate (3) are angle steel sections.
6. The bracket for mounting the external hanging piece of the building according to the claim 1, wherein the surface of the connecting plate (1) for being attached to the building is a plane.
7. The bracket for mounting the external pendant of the building according to claim 1, further comprising a connecting bolt (2) for enabling the connecting plate (1) to form a bolt connection relationship with the building, and further comprising a sleeve for forming a thread connection relationship with the connecting bolt (2), wherein the sleeve is pre-embedded in the building.
8. The bracket for mounting the external hanging piece of the building according to claim 7, wherein the number of the connecting bolts (2) and the number of the sleeves are multiple, the number of the connecting bolts (2) is equal to the number of the sleeves, and each sleeve is used for matching with the connecting bolt (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920796459.5U CN210032102U (en) | 2019-05-29 | 2019-05-29 | Support for mounting external hanging piece of building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920796459.5U CN210032102U (en) | 2019-05-29 | 2019-05-29 | Support for mounting external hanging piece of building |
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| Publication Number | Publication Date |
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| CN210032102U true CN210032102U (en) | 2020-02-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201920796459.5U Active CN210032102U (en) | 2019-05-29 | 2019-05-29 | Support for mounting external hanging piece of building |
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| CN (1) | CN210032102U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112197145A (en) * | 2020-09-15 | 2021-01-08 | 江苏通鼎宽带有限公司 | Assembled wall hanging support and wall hanging method |
-
2019
- 2019-05-29 CN CN201920796459.5U patent/CN210032102U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112197145A (en) * | 2020-09-15 | 2021-01-08 | 江苏通鼎宽带有限公司 | Assembled wall hanging support and wall hanging method |
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