CN204826288U - Be applied to shock insulation structure of villages and small towns building - Google Patents
Be applied to shock insulation structure of villages and small towns building Download PDFInfo
- Publication number
- CN204826288U CN204826288U CN201520582391.2U CN201520582391U CN204826288U CN 204826288 U CN204826288 U CN 204826288U CN 201520582391 U CN201520582391 U CN 201520582391U CN 204826288 U CN204826288 U CN 204826288U
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- Prior art keywords
- joist
- waterproof cover
- isolating pedestal
- shock isolating
- isolation structure
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Abstract
The utility model discloses a be applied to shock insulation structure of villages and small towns building, lower joist, setting including being located outdoor terrace top are in the last joist and the setting of joist top are in down go up the multistage filler wall between joist and time joist, be provided with the flexible lining layer that is used for with last joist sliding fit between filler wall's top and the last joist, install isolation bearing between two sections adjacent filler wall. The shock insulation of this shock insulation structure is effectual, simple structure, low in production cost, convenient to popularize and use.
Description
Technical field
The utility model belongs to architectural vibration-insulation technical field, specifically relate to a kind of be applied to country building isolation structure and.
Background technology
At present, about the application of rubber earthquake isolation support mainly concentrates in multi-story and high-rise building, but the research this kind of bearing being applied to country building shock insulation is less.In the short masonry structure application in villages and small towns laminated rubber bases seismic isolation technology, the problem of a large amount of structures and construction aspect is had to have to be solved.Traditional rubber earthquake isolation support is generally positioned on basis, under one deck floor.In order to be separated completely by the non-isolation structure of top isolation structure and bottom, the two plate of twin beams and shock insulation ditch need be set.Country building is general shorter, and then economy is poor to apply the isolation structure same with multi-rise building.
Utility model content
The purpose of this utility model is to overcome above-mentioned deficiency of the prior art, provides a kind of isolation structure being applied to country building.The isolating affection of this isolation structure is good, and structure is simple, and cost of production is low, is convenient to promote the use of.
For achieving the above object, the technical solution adopted in the utility model is: the isolation structure being applied to country building, it is characterized in that: comprise the lower joist be positioned at above grade, the multistage filled wall being arranged on the upper joist above described lower joist and being arranged between described upper joist and lower joist, the bottom of described filled wall is fixedly connected with lower joist, the flexible cushion for being slidably matched with described upper joist is provided with between the top of described filled wall and upper joist, between adjacent two sections of filled walls, shock isolating pedestal is installed, the upper end of described shock isolating pedestal is connected with upper joist, the lower end of described shock isolating pedestal is connected with lower joist.
The above-mentioned isolation structure being applied to country building, it is characterized in that: in described upper joist, be embedded with the upper thread bush vertically laid, the lower thread bush vertically laid is embedded with in described lower joist, the end face of described shock isolating pedestal is provided with upper junction plate, the end face of described upper junction plate is provided with embedded board, described upper embedded board is embedded in described upper joist, described upper junction plate is connected by upper connecting bolt with upper embedded board, and described upper connecting bolt stretches in described upper thread bush and is threaded with described upper thread bush; The bottom surface of described shock isolating pedestal is provided with lower connecting plate, the bottom surface of described lower connecting plate is provided with lower embedded board, described lower embedded board is embedded in described lower joist, described lower connecting plate is connected by lower connecting bolt with lower embedded board, and described lower connecting bolt stretches in described lower thread bush and is threaded with described lower thread bush.
The above-mentioned isolation structure being applied to country building, is characterized in that: described upper junction plate is connected by upper built-in screw with shock isolating pedestal, and described lower connecting plate is connected by lower built-in screw with shock isolating pedestal.
The above-mentioned isolation structure being applied to country building, is characterized in that: the inner side and outer side of described shock isolating pedestal is provided with waterproof cover.
The above-mentioned isolation structure being applied to country building, it is characterized in that: described waterproof cover adopts galvanized sheet iron to make, the top of described waterproof cover is connected with upper joist, the bottom of described waterproof cover is connected with lower joist, the left side of described waterproof cover is all connected with described filled wall with right side, and the middle part of described waterproof cover is heaved to the side away from described shock isolating pedestal.
The above-mentioned isolation structure being applied to country building, it is characterized in that: the top of described waterproof cover is all connected by nailing with filled wall with the right side of filled wall and described waterproof cover with the left side of lower joist, described waterproof cover with the bottom of upper joist, described waterproof cover, between the top of described waterproof cover and upper joist, between the bottom of described waterproof cover and lower joist, between the left side of described waterproof cover and filled wall and between the right side of described waterproof cover and filled wall, be provided with glass cement plugged zone.
The above-mentioned isolation structure being applied to country building, it is characterized in that: comprise the outside mortar levelling layer being arranged on filled wall lateral surface and flexible cushion lateral surface, and be arranged on the inner side mortar levelling layer of filled wall medial surface and flexible cushion medial surface, described outside mortar levelling layer, inner side mortar levelling layer, upper joist and lower joist are coated with waterproof coating layer.
The above-mentioned isolation structure being applied to country building, is characterized in that: described shock isolating pedestal is laminated steel plate rubber earthquake isolation support.
The utility model compared with prior art has the following advantages:
1, the utility model in use, when building is subject to seismic forces, by the flexible cushion arranged, can guarantee that upper joist coordinates with flexible cushion horizontal slip, coordinate the distortion of shock isolating pedestal again, thus effective absorption horizontal earthquake power, avoid earthquake horizontal force to building the damage caused, play good function of shock insulation, and because this isolation structure is integrally provided in the top of grade, like this when not changing existing country building construction method, can be quick, realize the setting of this isolation structure easily, save cost, be convenient to promote in the construction of country building.
2, upper junction plate is connected with upper embedded board by upper connecting bolt by the utility model, achieve upper junction plate and upper joist quick, be effectively connected, by lower connecting bolt, lower connecting plate is connected with lower embedded board, achieve lower connecting plate and lower joist quick, be effectively connected; Effectively upper junction plate can be connected fast with shock isolating pedestal by upper built-in screw, can effectively lower connecting plate be connected fast with shock isolating pedestal by lower built-in screw.Make the quick and easy for installation of this isolation structure like this, installation difficulty is low, constructability human users.
3, the utility model is by arranging waterproof cover and waterproof coating layer, can enter shock isolating pedestal by effective anti-sealing, and then avoid water to impact shock isolating pedestal from both sides.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Accompanying drawing explanation
Fig. 1 is elevation of the present utility model.
Fig. 2 is the longitudinal section of Fig. 1.
Fig. 3 is the A-A cutaway view Amplified image in Fig. 2.
Fig. 4 is the B-B cutaway view Amplified image in Fig. 2.
Fig. 5 is the enlarged drawing at C place in Fig. 4.
Fig. 6 is the enlarged drawing at D place in Fig. 4.
Description of reference numerals:
1-upper joist; 2-lower joist; 3-filled wall;
4-waterproof cover; 5-nailing; 6-shock isolating pedestal;
7-upper embedded board; 8-upper thread bush; 9-upper connecting bolt;
10-upper built-in screw; 11-upper junction plate; 12-lower connecting plate;
13-lower embedded board; 14-lower thread bush; 15-lower connecting bolt;
16-flexible cushion; 17-lower built-in screw; 18-glass cement plugged zone;
19-waterproof coating layer; 20-outside mortar levelling layer; 21-inner side mortar levelling layer.
Detailed description of the invention
A kind of isolation structure being applied to country building as depicted in figs. 1 and 2, comprise the lower joist 2 be positioned at above grade, the multistage filled wall 3 being arranged on the upper joist 1 above described lower joist 2 and being arranged between described upper joist 1 and lower joist 2, the bottom of described filled wall 3 is fixedly connected with lower joist 2, the flexible cushion 16 for being slidably matched with described upper joist 1 is provided with between the top of described filled wall 3 and upper joist 1, between adjacent two sections of filled walls 3, shock isolating pedestal 6 is installed, the upper end of described shock isolating pedestal 6 is connected with upper joist 1, the lower end of described shock isolating pedestal 6 is connected with lower joist 2.In the present embodiment, described shock isolating pedestal 6 is laminated steel plate rubber earthquake isolation support.Described flexible cushion 16 is made up of Bituminous hemp fiber or rubber strip.
In the present embodiment, this isolation structure in use, when building is subject to seismic forces, by the flexible cushion 16 arranged, can guarantee that upper joist 1 is slidably matched with flexible cushion 16, coordinate the distortion of shock isolating pedestal 6 again, thus effective absorption horizontal earthquake power, avoid earthquake horizontal force to building the damage caused, play good function of shock insulation, and because this isolation structure is integrally provided in the top of grade, like this when not changing existing country building construction method, can be quick, realize the setting of this isolation structure easily, save cost, be convenient to promote in the construction of country building.
As shown in Figure 2, the upper thread bush 8 vertically laid is embedded with in described upper joist 1, the lower thread bush 14 vertically laid is embedded with in described lower joist 2, the end face of described shock isolating pedestal 6 is provided with upper junction plate 11, the end face of described upper junction plate 11 is provided with embedded board 7, described upper embedded board 7 is embedded in described upper joist 1, described upper junction plate 11 is connected by upper connecting bolt 9 with upper embedded board 7, and described upper connecting bolt 9 stretches in described upper thread bush 8 and is threaded with described upper thread bush 8; The bottom surface of described shock isolating pedestal 6 is provided with lower connecting plate 12, the bottom surface of described lower connecting plate 12 is provided with lower embedded board 13, described lower embedded board 13 is embedded in described lower joist 2, described lower connecting plate 12 is connected by lower connecting bolt 15 with lower embedded board 13, and described lower connecting bolt 15 stretches in described lower thread bush 14 and is threaded with described lower thread bush 14.
In the present embodiment, by upper connecting bolt 9, upper junction plate 11 is connected with upper embedded board 7, achieve upper junction plate 11 and upper joist 1 quick, be effectively connected, and by lower connecting bolt 15, lower connecting plate 12 is connected with lower embedded board 13, achieve lower connecting plate 12 and lower joist 2 quick, be effectively connected.
As shown in Figure 2, described upper junction plate 11 is connected by upper built-in screw 10 with shock isolating pedestal 6, and described lower connecting plate 12 is connected by lower built-in screw 17 with shock isolating pedestal 6.In the present embodiment, effectively upper junction plate 11 can be connected fast with shock isolating pedestal 6 by upper built-in screw 10, can be effectively connected fast with shock isolating pedestal 6 by lower connecting plate 12 by lower built-in screw 17, wherein, described built-in screw 10 and lower built-in screw 17 are sunk screw.
As shown in Figure 3 and Figure 4, the inner side and outer side of described shock isolating pedestal 6 is provided with waterproof cover 4.By arranging waterproof cover 4, shock isolating pedestal 6 can be entered from both sides by effective anti-sealing, and then avoiding water to impact shock isolating pedestal 6.
As shown in Figure 1, Figure 3 and Figure 4, described waterproof cover 4 adopts galvanized sheet iron to make, the top of described waterproof cover 4 is connected with upper joist 1, the bottom of described waterproof cover 4 is connected with lower joist 2, the left side of described waterproof cover 4 is all connected with described filled wall 3 with right side, and the middle part of described waterproof cover 4 is heaved to the side away from described shock isolating pedestal 6.
In the present embodiment; described waterproof cover 4 adopts galvanized sheet iron to make; due to galvanized sheet iron under external force; there is certain intensity, and certain plastic strain can be produced, like this; when being subject to horizontal earthquake power; galvanized sheet iron can be followed joist 1 and be produced certain distortion, but when every day use, described waterproof cover 4 also effectively can be protected shock isolating pedestal 6.In addition, because the middle part of described waterproof cover 4 is heaved to the side away from described shock isolating pedestal 6, like this, galvanized sheet iron can not produce with shock isolating pedestal 6 and contact, and then when being subject to horizontal earthquake power, galvanized sheet iron itself can not apply power to shock isolating pedestal 6, and then can not have an impact to the ability that shock isolating pedestal 6 absorbs horizontal earthquake power.
As shown in Figure 1, the top of described waterproof cover 4 is all connected by nailing 5 with filled wall 3 with the right side of filled wall 3 and described waterproof cover 4 with the left side of lower joist 2, described waterproof cover 4 with the bottom of upper joist 1, described waterproof cover 4, is provided with glass cement plugged zone 18 between the top of described waterproof cover 4 and upper joist 1, between the bottom of described waterproof cover 4 and lower joist 2, between the left side of described waterproof cover 4 and filled wall 3 and between the right side of described waterproof cover 4 and filled wall 3.In the present embodiment, be connected with upper joist 1, lower joist 2 and filled wall 3 by galvanized sheet iron by nailing 5, this connected mode is simple and efficient.In addition, by all arranging glass cement plugged zone 18 between the left side and filled wall 3 of described waterproof cover 4 and between the right side of described waterproof cover 4 and filled wall 3, by arranging glass cement plugged zone 18, water can be stoped thoroughly to enter the inner side of waterproof cover 4, further enhancing waterproof effect.
As shown in Figure 5 and Figure 6, this isolation structure comprises the outside mortar levelling layer 20 being arranged on filled wall 3 lateral surface and flexible cushion 16 lateral surface, and be arranged on the inner side mortar levelling layer 21 of filled wall 3 medial surface and flexible cushion 16 medial surface, described outside mortar levelling layer 20, inner side mortar levelling layer 21, upper joist 1 and lower joist 2 are coated with waterproof coating layer 19.By arranging waterproof coating layer 19, stopping water from the periphery of shock isolating pedestal 6 further and entering shock isolating pedestal 6, thus enhancing the waterproof effect of shock isolating pedestal 6.
In the present embodiment, the construction method of this isolation structure comprises the following steps:
Step one, lower joist 2 are constructed: be welded on by lower thread bush 14 on lower embedded board 13, then colligation subiculum beam steel, subiculum beam main tendon is welded mutually with lower thread bush 14, build lower joist concrete, make the upper surface of lower embedded board 13 mutually concordant with the upper surface of lower joist 2, and make lower joist 2 exceed grade; Concrete, lower joist 2 end face exceeds grade 50mm ~ 150mm;
Step 2, shock isolating pedestal 6 are constructed: the bottom surface by lower built-in screw 17, lower connecting plate 12 being connected to shock isolating pedestal 6, by upper built-in screw 10, upper junction plate 11 is connected to the end face of shock isolating pedestal 6, the shock isolating pedestal 6 being connected with upper junction plate 11 and lower connecting plate 12 is placed on lower embedded board 13, by lower connecting bolt 15, lower connecting plate 12 is connected with lower embedded board 13, and described lower connecting bolt 15 is threaded with lower thread bush 14;
Step 3, upper joist 1 are constructed: be welded on by upper thread bush 8 on upper embedded board 7, then upper embedded board 7 is placed on upper junction plate 11, then colligation pop-up beam steel, pop-up beam main tendon is welded mutually with upper thread bush 8, build joist concrete, make the soffit of embedded board 7 mutually concordant with the soffit of upper joist 1, by upper connecting bolt 9, upper junction plate 11 is connected with upper embedded board 7, and described upper connecting bolt 9 is threaded with upper thread bush 8;
Step 4, filled wall 3 are constructed: masonry infill body of wall 3 on lower joist 2, are reserved with horizontal joint between described filled wall 3 and upper joist 1, filling flexible bed course 16 in described horizontal joint.
In the present embodiment, the construction method of this isolation structure can when not changing existing country building construction method, and quick, the easy construction realizing isolation structure, can be effectively cost-saving.Comparing, when existing country building construction, is first carry out foundation construction, consolidation, and then carry out foundation construction, then at the on base bearing wall in ready-made basis, in the present embodiment, described lower joist 2 namely based on, described upper joist 1 is the bottom ring beam of described bearing wall.This construction method is under the prerequisite not affecting existing country building construction method, and can combine with existing country building construction method, realize the construction of isolation structure fast and effectively, effectively save cost, due to large change can not be carried out to existing country building construction method, and then can effectively promote the use of.
In the present embodiment, after the step 4 of this construction method completes, on the lateral surface of filled wall 3 and the lateral surface of described flexible cushion 16, applying mortar forms outside mortar levelling layer 20, on the medial surface of filled wall 3 and the medial surface of described flexible cushion 16, applying mortar forms inner side mortar levelling layer 21, described outside mortar levelling layer 20, inner side mortar levelling layer 21, on joist 1 and lower joist 2 all apply water-repellent paint form waterproof coating layer 19, then galvanized sheet iron is all set in the inner side and outer side of described shock isolating pedestal 6 and forms waterproof cover 4.
In the present embodiment, by arranging outside mortar levelling layer 20, effectively can realize the levelling of filled wall 3 lateral surface and flexible cushion 16 lateral surface, by arranging inner side mortar levelling layer 21, effectively can realize the levelling of filled wall 3 medial surface and flexible cushion 16 medial surface, so, greatly facilitate and waterproof coating layer 19 is set on outside mortar levelling layer 20 and inner side mortar levelling layer 21, and pass through the combination of waterproof coating layer 19 and waterproof cover 4, good isolating affection is served to shock isolating pedestal 6.
The above; it is only preferred embodiment of the present utility model; not the utility model is imposed any restrictions; every above embodiment is done according to the utility model technical spirit any simple modification, change and equivalent structure transformation, all still belong in the protection domain of technical solutions of the utility model.
Claims (8)
1. be applied to the isolation structure of country building, it is characterized in that: comprise the lower joist (2) be positioned at above grade, the upper joist (1) being arranged on described lower joist (2) top and the multistage filled wall (3) be arranged between described upper joist (1) and lower joist (2), the bottom of described filled wall (3) is fixedly connected with lower joist (2), the flexible cushion (16) for being slidably matched with described upper joist (1) is provided with between the top of described filled wall (3) and upper joist (1), between adjacent two sections of filled walls (3), shock isolating pedestal (6) is installed, the upper end of described shock isolating pedestal (6) is connected with upper joist (1), the lower end of described shock isolating pedestal (6) is connected with lower joist (2).
2. the isolation structure being applied to country building according to claim 1, it is characterized in that: in described upper joist (1), be embedded with the upper thread bush (8) vertically laid, the lower thread bush (14) vertically laid is embedded with in described lower joist (2), the end face of described shock isolating pedestal (6) is provided with upper junction plate (11), the end face of described upper junction plate (11) is provided with embedded board (7), described upper embedded board (7) is embedded in described upper joist (1), described upper junction plate (11) is connected by upper connecting bolt (9) with upper embedded board (7), described upper connecting bolt (9) is stretched in described upper thread bush (8) and is threaded with described upper thread bush (8), the bottom surface of described shock isolating pedestal (6) is provided with lower connecting plate (12), the bottom surface of described lower connecting plate (12) is provided with lower embedded board (13), described lower embedded board (13) is embedded in described lower joist (2), described lower connecting plate (12) is connected by lower connecting bolt (15) with lower embedded board (13), and described lower connecting bolt (15) is stretched in described lower thread bush (14) and is threaded with described lower thread bush (14).
3. the isolation structure being applied to country building according to claim 2, it is characterized in that: described upper junction plate (11) is connected by upper built-in screw (10) with shock isolating pedestal (6), described lower connecting plate (12) is connected by lower built-in screw (17) with shock isolating pedestal (6).
4. the isolation structure being applied to country building according to claim 3, is characterized in that: the inner side and outer side of described shock isolating pedestal (6) is provided with waterproof cover (4).
5. the isolation structure being applied to country building according to claim 4, it is characterized in that: described waterproof cover (4) adopts galvanized sheet iron to make, the top of described waterproof cover (4) is connected with upper joist (1), the bottom of described waterproof cover (4) is connected with lower joist (2), the left side of described waterproof cover (4) is all connected with described filled wall (3) with right side, and the middle part of described waterproof cover (4) is heaved to the side away from described shock isolating pedestal (6).
6. the isolation structure being applied to country building according to claim 5, it is characterized in that: the top of described waterproof cover (4) and upper joist (1), the bottom of described waterproof cover (4) and lower joist (2), the left side of described waterproof cover (4) is all connected by nailing (5) with filled wall (3) with the right side of filled wall (3) and described waterproof cover (4), between the top of described waterproof cover (4) and upper joist (1), between the bottom of described waterproof cover (4) and lower joist (2), glass cement plugged zone (18) is provided with between the left side of described waterproof cover (4) and filled wall (3) and between the right side of described waterproof cover (4) and filled wall (3).
7. the isolation structure being applied to country building according to claim 1, it is characterized in that: comprise outside mortar levelling layer (20) being arranged on filled wall (3) lateral surface and flexible cushion (16) lateral surface, and be arranged on inner side mortar levelling layer (21) of filled wall (3) medial surface and flexible cushion (16) medial surface, described outside mortar levelling layer (20), inner side mortar levelling layer (21), upper joist (1) and lower joist (2) are coated with waterproof coating layer (19).
8. the isolation structure being applied to country building according to claim 1, is characterized in that: described shock isolating pedestal (6) is laminated steel plate rubber earthquake isolation support.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520582391.2U CN204826288U (en) | 2015-08-05 | 2015-08-05 | Be applied to shock insulation structure of villages and small towns building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520582391.2U CN204826288U (en) | 2015-08-05 | 2015-08-05 | Be applied to shock insulation structure of villages and small towns building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204826288U true CN204826288U (en) | 2015-12-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520582391.2U Expired - Fee Related CN204826288U (en) | 2015-08-05 | 2015-08-05 | Be applied to shock insulation structure of villages and small towns building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204826288U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105133740A (en) * | 2015-08-05 | 2015-12-09 | 长安大学 | Shock insulation construction applied to town building and construction method thereof |
-
2015
- 2015-08-05 CN CN201520582391.2U patent/CN204826288U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105133740A (en) * | 2015-08-05 | 2015-12-09 | 长安大学 | Shock insulation construction applied to town building and construction method thereof |
| CN105133740B (en) * | 2015-08-05 | 2017-12-29 | 长安大学 | Isolation structure and its construction method applied to country building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151202 Termination date: 20190805 |