CN207934235U

CN207934235U - A kind of combined earthquake-resistant building structure component

Info

Publication number: CN207934235U
Application number: CN201820119715.2U
Authority: CN
Inventors: 王岳飞
Original assignee: Individual
Current assignee: Individual
Priority date: 2018-01-24
Filing date: 2018-01-24
Publication date: 2018-10-02
Anticipated expiration: 2028-01-24

Abstract

The utility model provides a kind of combined earthquake-resistant building structure component, including pre-embedded steel slab, anti-seismic spring structure connects bar construction, top rain cover cover structure, antidetonation layer structure, bottom damp-proof layer structure, bottom fixed board, support column, hook, fixed seat and firm steel column, the anti-seismic spring structure are socketed in the outer surface of antidetonation layer structure；The connection bar construction is plugged on the upper surface of fixed seat；The top rain shade structural screws are connected to the front surface leftward position of pre-embedded steel slab；The antidetonation layer structure is cast in the outer surface of support column.The utility model connects the setting of tension spring, is conducive to play buffer protection function, enhances the shock resistance of building；The setting of cross pattern friction pad and a word line friction pad is conducive to increase the frictional force between securing plate and support column, increases the protective effect to building；Hanging hole offers multiple, is conducive to, according to actual conditions, hang multiple connection tension springs, meets the antidetonation needs of building.

Description

A kind of combined earthquake-resistant building structure component

Technical field

The utility model belongs to earthquake-resistant structure technical field more particularly to a kind of combined earthquake-resistant building structure component.

Background technology

Building structure outside Now Domestic is to improve the shock resistance of building, still based on armored concrete and brick The overall stability for being the overall stability after saving by raising building to realize, and improve building structure is a large amount of by consuming Construction material resists the impact of seismic wave come what is realized with " just with rigid gram " measure.Although the mankind have understood building The dosage of material is directly proportional to earthquake-resistant grade, but the not clear the two of the mankind can not also be predicted in the correspondence of amount Region, grade and the time of origin of earthquake have certain blindness using the dosage of construction material.When the dosage of construction material It is too small to make the earthquake shock collapse that building is happened suddenly, bring massive losses to the mankind and property；When the dosage of construction material is excessive And when greatly exceeding the ability for resisting earthquake, or not when an earthquake occurs, the world today is not met using excessive construction material The trend of low-carbon seriously destroys the natural environment of human survival.

A variety of isolation structures are applied in existing building structure, to prevent building from being destroyed in earthquake.For example, passing through The rigidity for increasing building structure, improves the ability of its collapse resistance；For another example, by the way that various shock insulations are arranged on the basis of building structure Bearing absorbs energy when earthquake, to protect building structure.But in seismic process, even if there is the guarantor of isolation structure Shield, building structure still inevitably occur certain swing, a degree of destruction are caused to building structure, especially strong When strong earthquake, building structure, which generates excessive swing, will lead to the destruction of building structure or even cave in.

China Patent Publication No. is CN104652641A, and invention and created name is a kind of building structure of anti-seismic low-carbon, packet It includes：Main building, suspension column, basic platform, support platform；Main building is fixed on by suspension column on hemispherical basic platform, base Plinth platform is connected with support platform；Main building includes main body frame, roof framework, bedframe；Support platform includes moulding Elastic layer, concrete, concrete foundation, two-way base surface layer muscle, two-way base side gluten, two-way bottom of foundation muscle.But it is existing Combined earthquake-resistant building structure component not can effectively prevent the infiltration of bottom and prevent there is also replaceable anti-seismic spring structure is lacked The single problem of shielding layer structure.

Therefore, a kind of combined earthquake-resistant building structure component is invented to be very necessary.

Utility model content

In order to solve the above-mentioned technical problem, the utility model provides a kind of combined earthquake-resistant building structure component, existing to solve Some combined earthquake-resistant building structure components lack replaceable anti-seismic spring structure, not can effectively prevent infiltration and the protective layer of bottom The single problem of structure.A kind of combined earthquake-resistant building structure component, including pre-embedded steel slab, anti-seismic spring structure connect reinforcing bar knot Structure, top rain cover cover structure, antidetonation layer structure, bottom damp-proof layer structure, bottom fixed board, support column, hook, fixed seat and steady Gu steel column, the anti-seismic spring structure is socketed in the outer surface of antidetonation layer structure；The connection bar construction is plugged on solid The upper surface of reservation；The top rain shade structural screws are connected to the front surface leftward position of pre-embedded steel slab；Described is anti- Shake layer structure is cast in the outer surface of support column；The bottom damp-proof layer structure is cast in the lower surface of bottom fixed board；Institute The support column stated is bolted to the upper surface centre position of bottom fixed board；The hook bolt is connected to pre-embedded steel slab Upper surface right positions；The fixed seat is welded on the upper surface centre position of pre-embedded steel slab；The firm steel column is longitudinal It is plugged on the bosom position of support column；The anti-seismic spring structure includes securing plate, cross pattern friction pad, and a word line rubs Scrubbing pad, fastening bolt connect tension spring and hanging hole, inner surface of the cross pattern friction pad integrated setting in securing plate；Institute Inner surface of the word line friction pad integrated setting stated in securing plate；The cross pattern friction pad and a word line friction pad are handed over For setting；The fastening bolt is threaded in centre position on the left of the front surface of securing plate；Described connection tension spring one end It is articulated in the hanging hole that upside is arranged, the other end is articulated in the hanging hole that downside is arranged；The hanging hole is opened in reinforcing respectively The front surface centre position of plate.

Preferably, the connection bar construction includes embedded bar, protective jacket, casing, connecting plate, protective cap and locking Bolt, the protective jacket are socketed in the outer surface of embedded bar；The casing is socketed in the front surface top of embedded bar Position；The connecting plate is welded on the right side of casing；The protective cap is threaded in the upper end of embedded bar；Described Clamping screw is threaded in the front surface centre position of casing.

Preferably, the top rain cover cover structure includes storage box, protective cover, draw ring, buckle, drawing hole and is blocked Cloth, the protective cover axis are connected on the upper surface centre position of storage box；The draw ring is glued to the upper end of shading cloth；It is described Drawing hole be opened in the upper surface centre position of storage box；The buckle integrated setting is among the upper surface of protective cover Position；The shading cloth is placed on the inside of storage box.

Preferably, the antidetonation layer structure includes anti-earthquake main body, steel reinforcement cage, supporting rod, reinforcing layer, protective layer and guarantor Warm layer, the steel reinforcement cage longitudinal measure is in the inner right side position of anti-earthquake main body；The supporting rod is longitudinally cast in anti- Shake the bosom position of column main body；The reinforcing layer is cast in the left and right sides of supporting rod respectively；The protective layer glue It is connected on the left side of reinforcing layer；The insulating layer is glued to respectively at left and right sides of the inside of anti-earthquake main body.

Preferably, the bottom damp-proof layer structure includes moistureproof cushion, concrete block, fixed steel bars, firm matrix and company Block is connect, the moistureproof cushion is glued to the lower surface of firm matrix；The concrete block is laterally cast in the interior of firm matrix Portion centre position；The link block is cast between concrete block and concrete block；The concrete block and link block are handed over For setting；The fixed steel bars are laterally cast in the upper and lower surface of concrete block respectively.

Preferably, the securing plate uses arc-shaped stainless steel plate of the thickness between five millimeters to ten millimeters；It is described Securing plate setting there are four；The securing plate and the setting of securing plate relative engagement；The hanging hole offers multiple.

Preferably, the embedded bar specifically uses secondary screw-thread steel reinforcing rod；The embedded bar is provided with more It is a.

Preferably, the protective layer specifically uses rubber layer；The supporting rod specifically uses cylinder stainless steel column.

Preferably, the reinforcing layer uses concrete layer of the thickness between ten centimetres to 20 centimetres.

Preferably, the insulating layer uses heat-preservation cotton layer of the thickness between five centimetres to ten centimetres.

Preferably, the firm matrix specifically uses granite stone；The link block specifically uses cylindrical rubber Blob of viscose.

Preferably, the moistureproof cushion uses rubber pad of the thickness between five millimeters to ten millimeters.

Preferably, the draw ring is articulated in the outer surface of hook.

Compared with prior art, the beneficial effects of the utility model are：

1. in the utility model, the setting of the connection tension spring is conducive to play buffer protection function, enhances building Shock resistance.

2. in the utility model, the setting of the cross pattern friction pad and a word line friction pad is conducive to increase and reinforce Frictional force between plate and support column increases the protective effect to building.

3. in the utility model, the hanging hole offers multiple, is conducive to, according to actual conditions, hang multiple connections and draw Spring meets the antidetonation needs of building.

4. in the utility model, the moistureproof cushion uses rubber pad of the thickness between five millimeters to ten millimeters, favorably In the damp proof insulation water-proof function for increasing building, extend the service life of building.

5. in the utility model, the insulating layer uses heat-preservation cotton layer of the thickness between five centimetres to ten centimetres, has Conducive to the heat insulation effect of increase building.

6. in the utility model, the setting of the shading cloth is conducive to play sun-rain-shading to entire anti-seismic structure Effect, and store convenient, saving parking space.7. in the utility model, the setting of the connecting plate, being conducive to will be adjacent Embedded bar be attached, improve the stability of building.

8. in the utility model, the setting of the protective cap is conducive to play a protective role to the upper end of embedded bar, Corrosion is prevented, influences to use.

9. in the utility model, the firm matrix specifically uses granite stone, be conducive to increase the steady of building It is qualitative, improve anti-seismic performance.

10. in the utility model, the protective layer specifically uses rubber layer, is conducive to when building is hit, Cushioning effect is played, the safety of building is protected.

Description of the drawings

Fig. 1 is the structural schematic diagram of the utility model.

Fig. 2 is the structural schematic diagram of the anti-seismic spring structure of the utility model.

Fig. 3 is the structural schematic diagram of the connection bar construction of the utility model.

Fig. 4 is the structural schematic diagram of the top rain cover cover structure of the utility model.

Fig. 5 is the structural schematic diagram of the antidetonation layer structure of the utility model.

Fig. 6 is the structural schematic diagram of the bottom damp-proof layer structure of the utility model.

In figure：

1, pre-embedded steel slab；2, anti-seismic spring structure；21, securing plate；22, cross pattern friction pad；23, a word line friction pad； 24, fastening bolt；25, tension spring is connected；26, hanging hole；3, bar construction is connected；31, embedded bar；32, protective jacket；33, casing； 34, connecting plate；35, protective cap；36, clamping screw；4, top rain cover cover structure；41, storage box；42, protective cover；43, draw ring； 44, it buckles；45, drawing hole；46, shading cloth；5, antidetonation layer structure；51, anti-earthquake main body；52, steel reinforcement cage；53, supporting rod； 54, reinforcing layer；55, protective layer；56, insulating layer；6, bottom damp-proof layer structure；61, moistureproof cushion；62, concrete block；63, fixed Reinforcing bar；64, matrix is consolidated；65, link block；7, bottom fixed board；8, support column；9, it links up with；10, fixed seat；11, steel is consolidated Column.

Specific implementation mode

The utility model is described further below in conjunction with attached drawing：

Embodiment：

As shown in attached drawing 1 to attached drawing 6

The utility model provides a kind of combined earthquake-resistant building structure component, including pre-embedded steel slab 1, and anti-seismic spring structure 2 connects Connect bar construction 3, top rain cover cover structure 4, antidetonation layer structure 5, bottom damp-proof layer structure 6, bottom fixed board 7, support column 8, Hook 9, fixed seat 10 and firm steel column 11, the anti-seismic spring structure 2 are socketed in the outer surface of antidetonation layer structure 5；It is described Connection bar construction 3 be plugged on the upper surface of fixed seat 10；4 screw of top rain cover cover structure is connected to pre-embedded steel slab 1 front surface leftward position；The antidetonation layer structure 5 is cast in the outer surface of support column 8；The bottom damp-proof layer structure 6 are cast in the lower surface of bottom fixed board 7；The support column 8 is bolted to the upper surface interposition of bottom fixed board 7 It sets；The hook 9 is bolted to the upper surface right positions of pre-embedded steel slab 1；The fixed seat 10 is welded on pre-buried steel The upper surface centre position of plate 1；The longitudinal bosom position for being plugged on support column 8 of the firm steel column 11；Described is anti- It includes securing plate 21, cross pattern friction pad 22, a word line friction pad 23, fastening bolt 24, connection 25 He of tension spring to shake spring structure 2 Hanging hole 26, inner surface of 22 integrated setting of cross pattern friction pad in securing plate 21；The one word line friction pad 23 Inner surface of the integrated setting in securing plate 21；The cross pattern friction pad 22 and a word line friction pad 23 is arranged alternately；Institute The fastening bolt 24 stated is threaded in centre position on the left of the front surface of securing plate 21；25 one end of connection tension spring mounting In the hanging hole 26 of upside setting, the other end is articulated in the hanging hole 26 that downside is arranged；The hanging hole 26 is opened in respectively to be added The front surface centre position of solid plate 21.

In above-described embodiment, specifically, the connection bar construction 3 includes embedded bar 31, protective jacket 32, casing 33, connecting plate 34, protective cap 35 and clamping screw 36, the protective jacket 32 are socketed in the outer surface of embedded bar 31；It is described Casing 33 be socketed in the front surface upper position of embedded bar 31；The connecting plate 34 is welded on the right side of casing 33；Institute The protective cap 35 stated is threaded in the upper end of embedded bar 31；The clamping screw 36 is threaded in the positive table of casing 33 Face centre position.

In above-described embodiment, specifically, the top rain cover cover structure 4 includes storage box 41, protective cover 42, draw ring 43, buckle 44, drawing hole 45 and shading cloth 46,42 axis of protective cover are connected on the upper surface centre position of storage box 41；Institute The draw ring 43 stated is glued to the upper end of shading cloth 46；The drawing hole 45 is opened in the upper surface centre position of storage box 41； 44 integrated setting of buckle is in the upper surface centre position of protective cover 42；The shading cloth 46 is placed on storage box 41 Inside.

In above-described embodiment, specifically, the antidetonation layer structure 5 includes anti-earthquake main body 51, steel reinforcement cage 52, supporting rod 53, reinforcing layer 54, protective layer 55 and insulating layer 56, inner right side of 52 longitudinal measure of steel reinforcement cage in anti-earthquake main body 51 Position；The longitudinal bosom position for being cast in anti-earthquake main body 51 of the supporting rod 53；The reinforcing layer 54 pours respectively It builds in the left and right sides of supporting rod 53；The protective layer 55 is glued to the left side of reinforcing layer 54；The insulating layer 56 is distinguished It is glued at left and right sides of the inside of anti-earthquake main body 51.

In above-described embodiment, specifically, the bottom damp-proof layer structure 6 includes moistureproof cushion 61, concrete block 62 is fixed Reinforcing bar 63, firm matrix 64 and link block 65, the moistureproof cushion 61 are glued to the lower surface of firm matrix 64；The coagulation Soil block 62 is laterally cast in the bosom position of firm matrix 64；The link block 65 is cast in concrete block 62 and coagulation Between soil block 62；The concrete block 62 and link block 65 is arranged alternately；The fixed steel bars 63 are laterally cast in respectively The upper and lower surface of concrete block 62.

In above-described embodiment, specifically, circular arc of the securing plate 21 using thickness between five millimeters to ten millimeters Shape stainless steel plate；There are four the settings of securing plate 21；The securing plate 21 and the setting of 21 relative engagement of securing plate；It is described Hanging hole 26 offer it is multiple.

In above-described embodiment, specifically, the embedded bar 31 specifically uses secondary screw-thread steel reinforcing rod；Described is pre- Bury reinforcing bar 31 be provided with it is multiple.

In above-described embodiment, specifically, the protective layer 55 specifically uses rubber layer；The supporting rod 53 is specifically adopted With cylinder stainless steel column.

In above-described embodiment, specifically, the reinforcing layer 54 is mixed between ten centimetres to 20 centimetres using thickness Solidifying soil layer.

In above-described embodiment, specifically, heat preservation of the insulating layer 56 using thickness between five centimetres to ten centimetres Cotton layer.

In above-described embodiment, specifically, the firm matrix 64 specifically uses granite stone；The link block 65 Specifically use cylindrical rubber block.

In above-described embodiment, specifically, rubber of the moistureproof cushion 61 using thickness between five millimeters to ten millimeters Pad.

In above-described embodiment, specifically, the draw ring 43 is articulated in the outer surface of hook 9.

Operation principle

Moistureproof cushion 61 is placed on the lowest level of ground by the utility model first when in use, is poured successively above solid Determine reinforcing bar 63, consolidates matrix 64 and link block 65, ensure the stability of building；Then bottom fixed board 7 is cast in firm Support column 8 is plugged on the upper surface of bottom fixed board 7 by the upper surface of matrix 64, and firm steel column 11 is inserted into support column 8 Portion；Upper reinforcing layer 54, protective layer 55 and insulating layer 56 are poured successively in the outer surface of support column 8, play the role of reinforcing heat preservation； Securing plate 21 is finally socketed in the outer surface of insulating layer 56 or more two, and between securing plate 21 and securing plate 21 in mounting Tension spring 25 is connected, antihunt action is played；Upper pre-embedded steel slab 1 finally is welded in the upper end of support column 8, fixation is bolted above Embedded bar 31, is plugged on the upper surface of fixed seat 10, passes through connecting plate between embedded bar 31 and embedded bar 31 by seat 10 34 are attached；When encountering the rainy day, by opening protective cover 42, draw ring 43 is pulled, shading cloth 46 is extracted and covers on protective cap 35 Rain cover is played the role of on top.

Using technical solution described in the utility model or those skilled in the art in technical solutions of the utility model Under inspiration, similar technical solution is designed, and reaches above-mentioned technique effect, is the protection model for falling into the utility model It encloses.

Claims

1. a kind of combined earthquake-resistant building structure component, which is characterized in that the combined earthquake-resistant building structure component includes pre-embedded steel slab (1), anti-seismic spring structure (2), connection bar construction (3), top rain cover cover structure (4), antidetonation layer structure (5), bottom is moisture-proof Layer structure (6), bottom fixed board (7), support column (8) are linked up with (9), fixed seat (10) and firm steel column (11), the antidetonation Spring structure (2) is socketed in the outer surface of antidetonation layer structure (5)；The connection bar construction (3) is plugged on fixed seat (10) Upper surface；Described top rain cover cover structure (4) screw is connected to the front surface leftward position of pre-embedded steel slab (1)；Described Antidetonation layer structure (5) is cast in the outer surface of support column (8)；The bottom damp-proof layer structure (6) is cast in bottom fixed board (7) lower surface；The support column (8) is bolted to the upper surface centre position of bottom fixed board (7)；The hook (9) the upper surface right positions of pre-embedded steel slab (1) are bolted to；The fixed seat (10) is welded on pre-embedded steel slab (1) Upper surface centre position；The firm steel column (11) is longitudinally plugged on the bosom position of support column (8)；The antidetonation Spring structure (2) includes securing plate (21), cross pattern friction pad (22), a word line friction pad (23), fastening bolt (24), connection Tension spring (25) and hanging hole (26), inner surface of cross pattern friction pad (22) integrated setting in securing plate (21)；It is described Word line friction pad (23) integrated setting securing plate (21) inner surface；The cross pattern friction pad (22) and a word Line friction pad (23) is arranged alternately；The fastening bolt (24) is threaded in interposition on the left of the front surface of securing plate (21) It sets；Described connection tension spring (25) one end is articulated in the hanging hole (26) that upside is arranged, and the other end is articulated in the extension that downside is arranged In hole (26)；The hanging hole (26) is opened in the front surface centre position of securing plate (21) respectively.

2. combined earthquake-resistant building structure component as described in claim 1, which is characterized in that the connection bar construction (3) It is described including embedded bar (31), protective jacket (32), casing (33), connecting plate (34), protective cap (35) and clamping screw (36) Protective jacket (32) be socketed in the outer surfaces of embedded bar (31)；The casing (33) is socketed in the positive table of embedded bar (31) Face upper position；The connecting plate (34) is welded on the right side of casing (33)；The protective cap (35) is threaded in pre- Bury the upper end of reinforcing bar (31)；The clamping screw (36) is threaded in the front surface centre position of casing (33).

3. combined earthquake-resistant building structure component as described in claim 1, which is characterized in that the top rain cover cover structure (4) include storage box (41), protective cover (42), draw ring (43) buckles (44), and drawing hole (45) and shading cloth (46) are described Protective cover (42) axis is connected on the upper surface centre position of storage box (41)；The draw ring (43) is glued to the upper of shading cloth (46) End；The drawing hole (45) is opened in the upper surface centre position of storage box (41)；Described buckle (44) integrated setting In the upper surface centre position of protective cover (42)；The shading cloth (46) is placed on the inside of storage box (41).

4. combined earthquake-resistant building structure component as described in claim 1, which is characterized in that antidetonation layer structure (5) packet Anti- earthquake main body (51), steel reinforcement cage (52), supporting rod (53), reinforcing layer (54), protective layer (55) and insulating layer (56) are included, it is described Steel reinforcement cage (52) longitudinal measure in the inner right side position of anti-earthquake main body (51)；The supporting rod (53) is longitudinally cast in The bosom position of anti-earthquake main body (51)；The reinforcing layer (54) is cast in the left and right sides of supporting rod (53) respectively； The protective layer (55) is glued to the left side of reinforcing layer (54)；The insulating layer (56) is glued to anti-earthquake main body respectively (51) at left and right sides of inside.

5. combined earthquake-resistant building structure component as described in claim 1, which is characterized in that the bottom damp-proof layer structure (6) include moistureproof cushion (61), concrete block (62), fixed steel bars (63), firm matrix (64) and link block (65), described is anti- Tide pad (61) is glued to the lower surface of firm matrix (64)；The concrete block (62) is laterally cast in firm matrix (64) Bosom position；The link block (65) is cast between concrete block (62) and concrete block (62)；The coagulation Soil block (62) and link block (65) are arranged alternately；The fixed steel bars (63) are laterally cast in the upper of concrete block (62) respectively Surface and lower surface.

6. combined earthquake-resistant building structure component as described in claim 1, which is characterized in that the securing plate (21) is using thick Spend the arc-shaped stainless steel plate between five millimeters to ten millimeters；There are four securing plate (21) settings；The reinforcing Plate (21) and the setting of securing plate (21) relative engagement；The hanging hole (26) offers multiple.

7. combined earthquake-resistant building structure component as claimed in claim 2, which is characterized in that the embedded bar (31) is specific Using secondary screw-thread steel reinforcing rod；The embedded bar (31) is provided with multiple.

8. combined earthquake-resistant building structure component as claimed in claim 4, which is characterized in that the protective layer (55) is specifically adopted Use rubber layer；The supporting rod (53) specifically uses cylinder stainless steel column.

9. combined earthquake-resistant building structure component as claimed in claim 4, which is characterized in that the reinforcing layer (54) is using thick Spend the concrete layer between ten centimetres to 20 centimetres.

10. combined earthquake-resistant building structure component as claimed in claim 5, which is characterized in that firm matrix (64) tool Body uses granite stone；The link block (65) specifically uses cylindrical rubber block.