CN217580582U - Building shock insulation support mounting structure - Google Patents
Building shock insulation support mounting structure Download PDFInfo
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- CN217580582U CN217580582U CN202221545698.1U CN202221545698U CN217580582U CN 217580582 U CN217580582 U CN 217580582U CN 202221545698 U CN202221545698 U CN 202221545698U CN 217580582 U CN217580582 U CN 217580582U
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- Prior art keywords
- connecting plate
- positioning plate
- fixed
- shock insulation
- building
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- 230000035939 shock Effects 0.000 title claims abstract description 29
- 238000009413 insulation Methods 0.000 title claims abstract description 23
- 238000002955 isolation Methods 0.000 claims abstract description 52
- 210000003205 muscle Anatomy 0.000 claims abstract description 19
- 238000010521 absorption reaction Methods 0.000 claims abstract description 6
- 230000000149 penetrating effect Effects 0.000 claims abstract description 4
- 239000004567 concrete Substances 0.000 claims description 21
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 4
- 239000011150 reinforced concrete Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 5
- 238000009434 installation Methods 0.000 description 27
- 238000000034 method Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model relates to a construction technical field especially relates to building isolation bearing mounting structure. The shock insulation support is fixed on the mounting base through a plurality of fixing ribs penetrating through the positioning plate, and the positioning plate is used for forming an upper template of the mounting base to keep the upper surface of the shock insulation support horizontal; the shock insulation support comprises a shock absorption body in the middle, and an upper connecting plate and a lower connecting plate on two sides; the lower end of the fixed rib is fixed in the mounting base, the upper end of the fixed rib extends out of the mounting base and is provided with threads, and the top of the fixed rib is provided with a nut which is pressed on the lower connecting plate; all set up on the locating plate and all provide fixed muscle with the via hole and pass on the lower connecting plate, the via hole of lower connecting plate provides the location basis for burying underground of fixed muscle.
Description
Technical Field
The utility model relates to a construction technical field especially relates to building isolation bearing mounting structure.
Background
At present, the requirement of the earthquake resisting capacity of buildings is higher and higher, and most of the buildings with the common reinforced concrete structures are provided with earthquake-proof supports for shock absorption. However, the existing method for installing the shock insulation support is troublesome, long in construction period, low in installation quality, complex in installation process and not beneficial to improving the operation efficiency of building construction. Mainly, the requirement of the shock insulation support on the installation precision is higher. The concrete foundation of conventional construction often can not directly be used for installing isolation bearing, needs to set up leveling etc. and drags slow construction progress.
SUMMERY OF THE UTILITY MODEL
The utility model discloses building isolation bearing mounting structure.
The technical problem to be solved is that: the seismic isolation support is arranged on a concrete structure of a building, and due to the accuracy of concrete pouring, anchor bars are often staggered, or the levelness cannot meet the requirement and needs to be leveled.
In order to solve the technical problem, the utility model discloses building isolation bearing mounting structure adopts following scheme.
A building isolation bearing mounting structure comprises a mounting base made of reinforced concrete, a positioning plate horizontally arranged on the upper surface of the mounting base, an isolation bearing arranged above the positioning plate, the isolation bearing fixed to the mounting base through a plurality of fixing ribs penetrating through the positioning plate, and an upper template used for forming the mounting base for keeping the upper surface of the isolation bearing horizontal;
the shock insulation support comprises a shock absorption body in the middle, and an upper connecting plate and a lower connecting plate on two sides; the lower end of the fixed rib is fixed in the mounting base, the upper end of the fixed rib extends out of the mounting base and is provided with threads, and the top of the fixed rib is provided with a nut which is pressed on the lower connecting plate;
the positioning plate is provided with through holes for the fixing ribs to penetrate through, and the through holes of the lower connecting plate provide a positioning foundation for embedding the fixing ribs.
Preferably, a bearing platform is arranged above the shock insulation support and is used for bearing a building structure; the bearing platform is fixed on an upper connecting plate of the shock insulation support through bolts. '
Preferably, a steel reinforcement cage is arranged in the installation foundation, and the fixing ribs are welded on the steel reinforcement cage.
Preferably, when the seismic isolation support is in a state of not being arranged above the positioning plate, the nut at the top of the fixing rib is pressed on the positioning plate, so that the levelness of the positioning plate is adjusted.
Preferably, the middle part of the positioning plate is provided with a material passing hole for pouring concrete of the installation foundation.
Preferably, the plurality of fixing ribs are arranged at intervals along the edge of the lower connecting plate of the seismic isolation support.
The utility model discloses building isolation bearing mounting structure compares with prior art, has following beneficial effect:
the utility model discloses in mainly install isolation bearing through burying the fixed muscle of fixing on the installation basis underground. Therefore, the mounting position of the fixing rib is required to be accurate to align the mounting hole on the seismic isolation support. The vibration isolation support is a standard component, a mounting hole specified by relevant standards is arranged on the vibration isolation support, and the position of the hole is fixed. And the fixing bar is set to a predetermined position before concrete of the installation foundation is poured, and then concrete pouring is performed. At this time, the vibration isolation support is not installed.
The utility model discloses well use the locating plate to provide the location basis for fixed muscle, have the via hole unanimous with isolation bearing on the locating plate. The via holes on the positioning plate provide a positioning foundation for the fixing ribs. And simultaneously, the fixing ribs and the nuts on the fixing ribs also provide leveling for the positioning plate before the concrete is solidified. The locating plate can form the cope match-plate pattern when installation basis pouring operation, makes the upper surface levelness of installation basis higher.
And then after the concrete is solidified, firstly taking down the nut, then installing the isolation bearing on the positioning plate, enabling the fixing rib to penetrate through the through hole of the isolation bearing, and then installing the nut above the lower connecting plate of the isolation bearing. Therefore, the vibration isolation support is fixed on the installation foundation.
Drawings
FIG. 1 is a sectional view of the mounting structure of the building shock insulation support of the utility model;
FIG. 2 is a perspective view of the positioning plate;
fig. 3 is a perspective view of the platform.
Description of reference numerals:
1-installing a foundation;
2-positioning plate, 2 a-material passing hole;
3-a shock insulation support, 3 a-an upper connecting plate, 3 b-a shock absorption body and 3 c-a lower connecting plate;
4-a cushion cap;
5-fixing the rib;
6-nut.
Detailed Description
The following detailed description of the embodiments of the present invention will be made with reference to the accompanying drawings. It is to be understood that the description of the embodiments herein is for purposes of illustration and explanation only and is not intended to limit the invention.
In the present invention, unless otherwise specified, the use of directional terms such as "upper, lower, left, and right" generally means upper, lower, left, and right as illustrated with reference to fig. 1; "inner and outer" refer to the inner and outer relative to the profile of the components themselves. The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.
The problem that the anchor bars are staggered frequently or the levelness cannot meet the requirement and leveling is needed due to the fact that the seismic isolation support 3 is installed on a concrete structure of a building and concrete pouring precision is achieved. The utility model provides a building isolation bearing 3's mounting structure. As shown in fig. 1 to 3.
A building isolation bearing mounting structure comprises a mounting base 1 made of reinforced concrete, a positioning plate 2 horizontally arranged is mounted on the upper surface of the mounting base 1, an isolation bearing 3 is arranged above the positioning plate 2, the isolation bearing 3 is fixed on the mounting base 1 through a plurality of fixing ribs 5 penetrating through the positioning plate 2, and an upper template of the positioning plate 2 used for forming the mounting base 1 keeps the upper surface of the isolation bearing 3 horizontal;
the shock insulation support 3 comprises a shock absorption body 3b in the middle, and an upper connecting plate 3a and a lower connecting plate 3c on two sides; the lower end of the fixing rib 5 is fixed in the mounting base 1, the upper end of the fixing rib extends out of the mounting base 1 and is provided with threads, the top of the fixing rib 5 is provided with a nut 6, and the nut 6 is pressed on the lower connecting plate 3c;
all set up on locating plate 2 and the lower connecting plate 3c and supply fixed muscle 5 to pass with the via hole, the via hole of lower connecting plate 3c provides the location basis for burying underground of fixed muscle 5.
The utility model discloses in mainly install isolation bearing 3 through burying the fixed muscle 5 of fixing on installation basis 1 underground. Thus, the mounting position of the fixing rib 5 is required to be accurate so as to align with the mounting hole on the vibration isolation support 3. The vibration isolation support 3 is a standard component, and is provided with a mounting hole specified by relevant standards, and the position of the hole is fixed. And the fixing ribs 5 are set to predetermined positions before concrete of the installation foundation 1 is poured, and then concrete pouring is performed. The seismic isolation bearing 3 is not installed at this time.
The utility model discloses well use locating plate 2 to provide the location basis for fixed muscle 5, have the via hole unanimous with isolation bearing 3 on the locating plate 2. Let the via hole on the locating plate 2 provide the location basis for fixed muscle 5. And simultaneously, the nuts 6 on the fixed ribs 5 also provide leveling for the positioning plate 2 before the concrete is solidified. The positioning plate 2 can form an upper template during pouring operation of the installation foundation 1, so that the levelness of the upper surface of the installation foundation 1 is higher.
Then after concrete solidification say at first that nut 6 takes off, then install isolation bearing 3 on locating plate 2, let fixed muscle 5 pass isolation bearing 3's via hole, install isolation bearing 3's lower connecting plate 3c top with nut 6 again. So that the vibration-isolating support 3 is fixed on the installation base 1.
In the general installation of isolation bearing 3, as long as the position of fixed muscle 5 is accurate, the surface of installation base 1 is that the horizontal precision is up to standard, can not set up locating plate 2 and directly install isolation bearing 3 on installation base 1 and be connected with fixed muscle 5. But the precision requirement of the vibration isolation support 3 is higher. The installation basis 1 is the concrete member, and the upper surface hardly reaches the precision of expectation, and in concrete placement and solidification process, fixed muscle 5 also can take place the deviation moreover, causes the unable installation of isolation bearing 3 to take one's place.
In order to overcome installation basis 1 and fixed muscle 5 the precision can not reach isolation bearing 3's required precision, the utility model discloses a set up a locating plate 2 and overcome these two problems, have on the one hand the locating plate 2 with isolation bearing 3 unanimous via hole, the via hole provides the location basis for fixed muscle 5, installs locating plate 2 before concrete placement, then installs fixed muscle 5 in the via hole of locating plate 2. The position of the fixing rib 5 is consistent with the through hole of the seismic isolation bearing 3 after the concrete is solidified.
On the other hand, the positioning plate 2 becomes an upper template of the installation foundation 1, and as long as the positioning plate 2 is leveled and fixed, the upper surface of the installation foundation 1 after concrete pouring reaches the flatness required by the design.
The installation foundation 1 is a part of a main structure of a building, and can be a supporting column or a buttress on the ground. This is determined according to the actual conditions of the building and the installation position of the seismic isolation mounts 3.
As shown in fig. 3. A bearing platform 4 is arranged above the shock insulation support 3, and the bearing platform 4 is used for bearing a building structure; the bearing platform 4 is fixed on an upper connecting plate 3a of the vibration isolation support 3 through bolts. The upper part of the shock insulation support 3 is not convenient for connecting other building main structures, so the bearing platform 4 is arranged on the shock insulation support 3. The bearing platform 4 is a metal platform, the lower part of the bearing platform is fixed with the shock insulation support 3, and the upper part of the bearing platform supports other main body structures of a building.
A steel reinforcement cage is arranged in the installation foundation 1, and the fixing ribs 5 are welded on the steel reinforcement cage. Thus, the fixing rib 5 can be stably and firmly connected with the installation foundation 1.
Under the state that isolation bearing 3 is not yet installed the locating plate 2 top, the nut 6 at fixed muscle 5 top is pressed on locating plate 2 to the levelness of adjustment locating plate 2. Meanwhile, the positioning plate 2 is pressed by the nut 6 from the upper side, so that the positioning plate 2 can be prevented from moving in the pouring process. Preferably, a positioning threaded sleeve is further arranged below the positioning plate 2, the positioning threaded sleeve is screwed on the fixing rib 5 and located below the positioning plate 2 to support the positioning plate 2, the posture of the positioning plate 2 can be adjusted by adjusting the positioning threaded sleeve, then the positioning plate 2 is pressed by the nut 6 from the upper side of the positioning plate 2, and the positioning plate 2 can be stably and firmly fixed.
As shown in fig. 2, the positioning plate 2 has a material passing hole 2a at the middle for pouring concrete of the installation foundation 1.
A plurality of fixing ribs 5 are provided at intervals along the edge of the lower connecting plate 3c of the seismic isolation bearing 3.
The above-mentioned embodiments are only for describing the preferred embodiments of the present invention, and are not intended to limit the scope of the present invention, and various modifications and improvements made by those skilled in the art without departing from the design spirit of the present invention should fall into the protection scope defined by the claims of the present invention.
Claims (6)
1. A building shock insulation support mounting structure is characterized by comprising a mounting base (1) made of reinforced concrete, a positioning plate (2) horizontally arranged is mounted on the upper surface of the mounting base (1), a shock insulation support (3) is arranged above the positioning plate (2), the shock insulation support (3) is fixed on the mounting base (1) through a plurality of fixing ribs (5) penetrating through the positioning plate (2), and an upper template of the positioning plate (2) used for forming the mounting base (1) keeps the upper surface of the shock insulation support (3) horizontal;
the shock insulation support (3) comprises a shock absorption body (3 b) in the middle, an upper connecting plate (3 a) and a lower connecting plate (3 c) on two sides; the lower end of the fixing rib (5) is fixed in the mounting base (1), the upper end of the fixing rib extends out of the mounting base (1) and is provided with threads, the top of the fixing rib (5) is provided with a nut (6), and the nut (6) is pressed on the lower connecting plate (3 c);
all set up on locating plate (2) and lower connecting plate (3 c) and supply fixed muscle (5) to pass with the via hole, the via hole of lower connecting plate (3 c) provides the location basis for burying underground of fixed muscle (5).
2. The mounting structure of the building vibration isolation support saddle according to claim 1, wherein a bearing platform (4) is mounted above the vibration isolation support saddle (3), and the bearing platform (4) is used for bearing the building structure; the bearing platform (4) is fixed on an upper connecting plate (3 a) of the shock insulation support (3) through bolts.
3. The mounting structure of the building seismic isolation bearing according to claim 1, wherein a steel reinforcement cage is arranged in the mounting foundation (1), and the fixing rib (5) is welded on the steel reinforcement cage.
4. The structure for mounting a vibration-isolating support to a building as claimed in claim 1, wherein the nuts (6) at the tops of the fixing ribs (5) are pressed against the positioning plate (2) in a state where the vibration-isolating support (3) is not mounted above the positioning plate (2), thereby adjusting the levelness of the positioning plate (2).
5. The mounting structure of the building isolation bearing is characterized in that the middle part of the positioning plate (2) is provided with a material passing hole (2 a) for pouring concrete of the mounting foundation (1).
6. A mounting structure for a vibration-isolating mount for a building according to claim 1, wherein the plurality of fixing ribs (5) are provided at intervals along the edge of the lower connecting plate (3 c) of the vibration-isolating mount (3).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202221545698.1U CN217580582U (en) | 2022-06-20 | 2022-06-20 | Building shock insulation support mounting structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202221545698.1U CN217580582U (en) | 2022-06-20 | 2022-06-20 | Building shock insulation support mounting structure |
Publications (1)
Publication Number | Publication Date |
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CN217580582U true CN217580582U (en) | 2022-10-14 |
Family
ID=83529785
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202221545698.1U Active CN217580582U (en) | 2022-06-20 | 2022-06-20 | Building shock insulation support mounting structure |
Country Status (1)
Country | Link |
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CN (1) | CN217580582U (en) |
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2022
- 2022-06-20 CN CN202221545698.1U patent/CN217580582U/en active Active
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