CN101173534B - Shock insulation pad module and its construction method - Google Patents
Shock insulation pad module and its construction method Download PDFInfo
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- CN101173534B CN101173534B CN200610146303XA CN200610146303A CN101173534B CN 101173534 B CN101173534 B CN 101173534B CN 200610146303X A CN200610146303X A CN 200610146303XA CN 200610146303 A CN200610146303 A CN 200610146303A CN 101173534 B CN101173534 B CN 101173534B
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Abstract
The invention relates to a vibration isolation cushion module and construction method; wherein, the vibration isolation cushion module mainly comprises a precast vibration isolation cushion base, a vibration isolation cushion and a base plate, which are respectively arranged above or under the precast vibration isolation cushion base. The precast vibration isolation cushion base comprises a base body, a base plate connecting piece and a vibration isolation cushion connecting piece. The base plate connecting piece is arranged on the bottom surface of the base body and the vibration isolation cushion connecting piece is arranged on the top surface of the base body. The construction method is that a vibration isolation cushion base is precast and a base plate is preinstalled on the bottom surface of the vibration isolation cushion base; a second connecting piece is arranged on the base plate; thus the vibration isolation cushion base can be arranged on the base plate by the base plate connecting piece and the second connecting piece.
Description
Technical field
The present invention is about a kind of precasting shock insulation brace seat and shock insulation pad module, and the job practices of shock insulation pedestal.
Background technology
Along with the progress in epoch, the technology of construction engineering is also maked rapid progress.Add that population grows up because land development is expanded day by day, land used is obtained difficultly in the thick city of the narrow people in ground, therefore causes the height of building constantly to increase, to increase spendable volume.Yet when depth of building increases, bring the prevention of influence just to become more important to earthquake and other external force.In addition, building on the thing of some specific use, or special the building on the thing in position, for example the bridge of fault zone is located in the position, and it is shockproof and also quite important at the particular design of other external force.
Bring the design of vibrations that many kinds are arranged at earthquake and other external force traditionally, one of them is in existing design, according to the possible external force increase safety factor of prediction.Yet this kind mode often causes the increase of cost, and effect is limited.The another kind of mode of widely using is for adding the shock insulation pad.The common material of shock insulation pad is a rubber, allows when its main effect is to be shaken that suitable displacement and deformation produce, and will building the external force removal that thing is born on it, and is passed on the structure or base of below.Because the shock insulation pad needs levelly to be provided with, so shock insulation pad below is provided with a base construction more.The skeleton of base construction becomes reinforcing cage by the direct colligation of reinforcing bar traditionally.Again skeleton is in the milk to form base construction.Yet this method expends man-hour, and then increases engineering cost.
Summary of the invention
The object of the present invention is to provide a kind of precasting shock insulation brace seat, have the advantage of convenient construction.
Another object of the present invention is to provide a kind of shock insulation pad module job practices, can save the construction time-histories.
Another object of the present invention is to provide a kind of shock insulation pad module, have lower cost of production.
Shock insulation pad module of the present invention mainly comprises precasting shock insulation brace seat, shock insulation pad and substrate.The shock insulation pad is arranged at precasting shock insulation brace seat top, and precasting shock insulation brace seat then is arranged at the top of substrate.Precasting shock insulation brace seat mainly comprises base body, substrate connector, shock insulation pad connector and adjusts seat.Base body comprises end face and bottom surface.The substrate connector is arranged on the bottom surface, and shock insulation pad connector then is arranged on the end face.Adjusting seat is arranged on the end face of base body.
The bottom of shock insulation pad is provided with first connector.First connector supplies the corresponding connection of shock insulation pad connector with precasting shock insulation brace seat.Substrate is provided with second connector.Second connector is corresponding and be connected in the substrate connector of precasting shock insulation brace seat.
Job practices of the present invention mainly comprises: precasting one shock insulation brace seat, and in the default substrate connector in the bottom surface of shock insulation brace seat, in the default shock insulation pad connector of shock insulation brace seat end face, second connector by connecting shock insulation pad connector and the rebasing portion of shock insulation is provided with the shock insulation pad on shock insulation brace seat; Second connector is set on substrate; And by assembled substrate connector and second connector shock insulation brace seat to be set on substrate.
The accompanying drawing simple declaration
Fig. 1 is the use schematic diagram of precasting shock insulation brace seat of the present invention;
Fig. 2 is the embodiment schematic diagram of shock insulation pad module;
Fig. 3 is the embodiment assembly exploded view of shock insulation pad module;
Fig. 4 is another embodiment schematic diagram of shock insulation pad module;
Fig. 5 is the shock insulation pad module embodiment schematic diagram that comprises Connection Block;
Fig. 6 is another embodiment schematic diagram of shock insulation pad module;
Fig. 7 is the embodiment flow chart of shock insulation pad module job practices;
Fig. 8 is another embodiment flow chart of shock insulation pad module job practices;
Fig. 9 is the embodiment of shock insulation pad module job practices;
Figure 10 is another embodiment of shock insulation pad module job practices.
The primary clustering symbol description
10 buildings
12 cylinders
20 foundation slabs/floor
21 posts position/stake position
100 precasting shock insulation brace seats
300 base bodies
301 end faces
303 bottom surfaces
310 substrate connectors
330 shock insulation pad connectors
350 adjust seat
500 shock insulation pads
510 first connectors
700 substrates
710 second connectors
810 precasting beams
830 floors
900 Connection Blocks
910 muscle that continue
The specific embodiment
The invention provides a kind of precasting shock insulation brace seat and shock insulation pad module, and the job practices of this shock insulation pedestal.In preferred embodiment, as shown in Figure 1, shock insulation brace seat 100 uses with 500 collocation of shock insulation pad, and for cylinder 12 belows that are arranged at various building 10.The building 10 of this place speech comprises house, bridge etc. needs opposing external force vibrations person.In addition, shock insulation brace seat is preferably and is arranged on foundation slab 20 or the floor 20, and corresponding to the post position 21 of below or stake position 21, in order to the strength transmission of will bear to square structure down.
As shown in Figure 2, shock insulation pad module mainly comprises precasting shock insulation brace seat 100, shock insulation pad 500 and substrate 700.Shock insulation pad 500 is arranged at precasting shock insulation brace seat 100 tops, and precasting shock insulation brace seat 100 then is arranged at the top of substrate 700.The visual construction of combination of shock insulation pad 500 and precasting shock insulation brace seat 100 need be prior to or subsequent to the combination of precasting shock insulation brace seat 100 and substrate 700.In preferred embodiment, substrate 700 comprises the floor of foundation slab and different layers.
As shown in Figure 3, precasting shock insulation brace seat 100 mainly comprises base body 300, substrate connector 310 and shock insulation pad connector 330.Base body 300 is preferably and adds inserts grouting precasting with skeleton and form.Base body comprises end face 301 and bottom surface 303.Substrate connector 310 is arranged on the bottom surface 303, and shock insulation pad connector 330 then is arranged on the end face 301.In addition, as shown in Figure 3, precasting shock insulation brace seat is adjusted seat 350 100 preferable comprising in addition.Adjust the end face 301 that seat 350 is arranged at precasting shock insulation brace seat 100, and between end face 301 and shock insulation pad 500.By the setting of adjusting seat 350, further adjusted the level of shock insulation pad 500.
As shown in Figure 3, the bottom of shock insulation pad 500 is provided with first connector 510.First connector 510 supplies the shock insulation pad connector 330 corresponding connections with precasting shock insulation brace seat 100.In the embodiment shown in fig. 3, shock insulation pad connector 330 is a screw, and first connector 510 comprises a bolt.Yet in different embodiment, shock insulation pad connector 330 also can adopt multi-form method of attachment to be connected for example trip, welding etc. with first connector 510.
As shown in Figure 3, substrate 700 is provided with second connector 710.Second connector 710 is corresponding and be connected in the substrate connector 310 of precasting shock insulation brace seat 100.In this embodiment, substrate connector 310 is a reserving rib, and second connector 710 is a preformed hole or continued access device wherein.When precasting shock insulation brace seat 100 was arranged on the substrate 700, reserving rib inserted in preformed hole or the continued access device for combination, and with the strength transmission of superstructure to the structure of substrate below 700.Yet in different embodiment, as shown in Figure 4, can also preformed hole or pre-buried continued access device as substrate connector 310, and with reserving rib as second connector 710.In addition, fashionable when reserving rib and preformed hole cover, also can irritate with cement mortar or other inserts as reinforcement.
In the embodiment shown in fig. 5, further comprise Connection Block 900.Connection Block 900 is arranged on the shock insulation pad 500, and is preferably that precasting forms in factory.As shown in Figure 5, Connection Block 900 comprises the complex root muscle 910 that continues.The muscle 910 of continuing is main for being connected with the main muscle or the structure of square column or beam on the shock insulation pad 500.Its connected mode comprises welding, colligation etc.
Figure 6 shows that another embodiment of shock insulation pad module.In this embodiment, precasting shock insulation brace seat 100 has higher base body 300, to cooperate different structure design demands.
Fig. 7 is the embodiment flow chart of job practices of the present invention.As shown in Figure 7, step 210 comprises precasting one shock insulation brace seat 100, and in the default substrate connector 310 in the bottom surface of shock insulation brace seat 100.Step 230 is contained in second connector 710 is set on the substrate 700.Step 250 comprises by assembled substrate connector 310 and second connector 710 shock insulation brace seat 100 to be set on substrate 700.
In preferred embodiment as shown in Figure 8, step 210 further comprises step 211, and default reserving rib is as substrate connector 310; And step 213, preformed hole is set as second connector 710.Yet in different embodiment, also can use preformed hole instead as substrate connector 310, and with reserving rib as second connector.In addition, 250 of combination step further comprise step 251, reserving rib are inserted in the preformed hole, to finish combination.This moment also alternative cement mortar or other inserts of in preformed hole, pouring into, with as structural strengthening.The reserving rib and the preformed hole of this place speech all can the precasting mode be formed on the shock insulation brace seat 100.If it is desire to apply reserving rib or preformed hole on substrate 700 time, then preferable with advance planning in design; So also can be holed or bar planting for 700 intact man-hours in substrate.In addition, also can add the continued access device in the preformed hole, as second connector 710 or substrate connector 310
As shown in Figure 8, step 210 also can comprise step 215, in the default shock insulation pad connector 330 of shock insulation brace seat 100 end faces; And step 217, by connecting second connector 510 of shock insulation pad connector 330, shock insulation pad 500 is set on shock insulation brace seat 100 with shock insulation pad 500 bottoms.Step 215 and step 217 are preferably when factory casts and finish; Yet in different embodiment, also can finish in the terrain construction of installing.Shock insulation pad connector 330 and second connector, 510 preferable screw and the bolts of being respectively; Yet in different embodiment, shock insulation pad 500 also can be connected with shock insulation brace seat 100 by alternate manner, for example welding or clamping etc.
In the embodiment shown in fig. 8, step 210 also can comprise step 219, Connection Block 900 is set on shock insulation pad 500, and wherein Connection Block 900 has the complex root muscle 910 that continues.This step is preferably that precasting forms in factory; Yet in different embodiment, this step also can be carried out in the job site.The muscle 910 of continuing is main for being connected with the main muscle or the structure of square column or beam on the shock insulation pad 500.Its connected mode comprises welding, colligation etc.
It is that an end is provided with the complex root beam that job practices of the present invention further comprises with shock insulation pad 500; And floor 830 is set between the complex root beam, as shown in Figure 9.In the embodiment shown in fig. 10, the set-up mode of beam is finished to transfer worker's method of hanging precasting beam 810.Its step comprise the end transferring dress complex root precasting beam 810 and make each precasting beam 810 corresponding to shock insulation pad 500 to form beam splice zone 850, as shown in figure 10.Then with mould with beam splice zone 850 envelope moulds and in this mould, be in the milk.Yet in different embodiment, the set-up mode of beam can also carry out by the conventional on-site grouting way, and its step comprises: complex root beam main tendon and complex root stirrup are set; With mould with beam main tendon and complex root stirrup envelope mould and in this mould, be in the milk.
The present invention is described by above-mentioned related embodiment, yet the foregoing description is only for implementing example of the present invention.Must be pointed out that the embodiment that has disclosed does not limit the scope of the invention.On the contrary, being contained in the modification of the spirit of claim and scope and equalization is provided with and all is contained in the scope of the present invention.
Claims (27)
1. precasting shock insulation brace seat comprises:
One base body comprises an end face and a bottom surface;
One substrate connector is arranged on the bottom surface;
One shock insulation pad connector is arranged on the end face;
One adjusts seat, and this adjustment seat is arranged on the end face of base body.
2. precasting shock insulation brace seat as claimed in claim 1 is characterized in that the substrate connector comprises a reserving rib.
3. precasting shock insulation brace seat as claimed in claim 1 is characterized in that the substrate connector comprises a preformed hole.
4. precasting shock insulation brace seat as claimed in claim 1 is characterized in that shock insulation pad connector comprises a screw.
5. shock insulation pad module comprises:
One precasting shock insulation brace seat comprises:
One base body comprises an end face and a bottom surface;
One substrate connector is arranged on the bottom surface; And
One shock insulation pad connector is arranged on the end face; And
One shock insulation pad has a bottom, and this bottom is provided with one first connector, and first connector is to should shock insulation pad connector.
6. shock insulation pad module as claimed in claim 5 is characterized in that, further comprises a substrate, and this substrate comprises one second connector, and second connector is corresponding to the substrate connector.
7. shock insulation pad module as claimed in claim 6 is characterized in that the substrate connector comprises a reserving rib.
8. shock insulation pad module as claimed in claim 7 is characterized in that second connector comprises a preformed hole, and reserving rib is sleeved in the preformed hole.
9. shock insulation pad module as claimed in claim 6 is characterized in that the substrate connector comprises a preformed hole.
10. shock insulation pad module as claimed in claim 9 is characterized in that second connector comprises a reserving rib, and reserving rib is sleeved in the preformed hole.
11. shock insulation pad module as claimed in claim 5 is characterized in that shock insulation pad connector comprises a screw.
12. shock insulation pad module as claimed in claim 8 is characterized in that first connector comprises a bolt.
13. shock insulation pad module as claimed in claim 5 is characterized in that, further comprises one and adjusts seat, adjusts seat and is arranged on the end face of base body, the shock insulation pad is arranged to be adjusted on the seat.
14. shock insulation pad module as claimed in claim 5 is characterized in that further comprise a connecting seat, Connection Block is arranged on the shock insulation pad.
15. the shock insulation pad module as claim 14 is characterized in that, Connection Block has the complex root muscle that continues.
16. a shock insulation pad module job practices comprises:
Precasting one shock insulation brace seat, and in the default substrate connector in the bottom surface of shock insulation brace seat, in the default shock insulation pad connector of shock insulation brace seat end face, one second connector by connecting shock insulation pad connector and the rebasing portion of a shock insulation is provided with the shock insulation pad on shock insulation brace seat;
One second connector is set on a substrate; And
By assembled substrate connector and second connector shock insulation brace seat to be set on substrate.
17. job practices as claimed in claim 16 is characterized in that, precasting shock insulation brace seat step comprises a default reserving rib as the substrate connector.
18. job practices as claimed in claim 17 is characterized in that, the second connector step is set comprises and a preformed hole is set as second connector.
19. job practices as claimed in claim 18 is characterized in that, combination step comprises inserts preformed hole with reserving rib.
20. job practices as claimed in claim 16 is characterized in that, precasting shock insulation brace seat step comprises a default preformed hole as the substrate connector.
21. job practices as claimed in claim 20 is characterized in that, the second connector step is set comprises and a reserving rib is set as second connector.
22. job practices as claimed in claim 21 is characterized in that, combination step comprises inserts preformed hole with reserving rib.
23. job practices as claimed in claim 16 is characterized in that, precasting shock insulation brace seat step comprises and a connecting seat is set on the shock insulation pad, and wherein Connection Block has the complex root muscle that continues.
24. job practices as claimed in claim 16 is characterized in that, further comprises: a shock insulation pad is set on shock insulation brace seat.
25. job practices as claimed in claim 24 is characterized in that, further comprises:
With the shock insulation pad is that an end is provided with the complex root beam; And
One floor is set between the complex root beam.
26. job practices as claimed in claim 25 is characterized in that, beam is provided with step and comprises:
Complex root beam main tendon and complex root stirrup are set;
With a mould complex root beam main tendon and complex root stirrup are sealed mould; And
In mould, be in the milk.
27. job practices as claimed in claim 25 is characterized in that, beam is provided with step and comprises:
Transfer a end that dress complex root precasting beam makes each precasting beam corresponding to the shock insulation pad to form a beam splice zone;
With a mould mould is sealed in the beam splice zone; And
In mould, be in the milk.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200610146303XA CN101173534B (en) | 2006-11-04 | 2006-11-04 | Shock insulation pad module and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200610146303XA CN101173534B (en) | 2006-11-04 | 2006-11-04 | Shock insulation pad module and its construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101173534A CN101173534A (en) | 2008-05-07 |
| CN101173534B true CN101173534B (en) | 2010-04-14 |
Family
ID=39422267
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200610146303XA Active CN101173534B (en) | 2006-11-04 | 2006-11-04 | Shock insulation pad module and its construction method |
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| CN (1) | CN101173534B (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102704510B (en) * | 2012-05-16 | 2014-08-06 | 中康建设管理股份有限公司 | Anti-seismic construction pile |
| CN103510548A (en) * | 2012-06-22 | 2014-01-15 | 王化平 | Fortifying method of high-medium-intensity anticorrosion rubber in well pile earthquake |
| CN102720218A (en) * | 2012-06-29 | 2012-10-10 | 李国忠 | Deep-hole inverted-T-shaped pile based high-rise earthquake-resistant building structure |
| CN106337503A (en) * | 2016-10-11 | 2017-01-18 | 云南震安减震科技股份有限公司 | Prefabricated compound shock isolation member for assembling type building |
| CN106368480A (en) * | 2016-10-11 | 2017-02-01 | 云南震安减震科技股份有限公司 | Assembly type prefabricated damping component for building |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3868190A (en) * | 1972-10-16 | 1975-02-25 | Portland Wire & Iron Works | Mounting assembly for vehicle rollover protective systems with preloaded cushioning member |
| US5823618A (en) * | 1996-02-04 | 1998-10-20 | Fox; Harry M. | Anatomically compensating size varying and adjustable shock absorbing split bicycle seat |
| GB2402870A (en) * | 2003-06-16 | 2004-12-22 | Dronsfield Technologies Ltd | Suspension seat |
-
2006
- 2006-11-04 CN CN200610146303XA patent/CN101173534B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3868190A (en) * | 1972-10-16 | 1975-02-25 | Portland Wire & Iron Works | Mounting assembly for vehicle rollover protective systems with preloaded cushioning member |
| US5823618A (en) * | 1996-02-04 | 1998-10-20 | Fox; Harry M. | Anatomically compensating size varying and adjustable shock absorbing split bicycle seat |
| GB2402870A (en) * | 2003-06-16 | 2004-12-22 | Dronsfield Technologies Ltd | Suspension seat |
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| Publication number | Publication date |
|---|---|
| CN101173534A (en) | 2008-05-07 |
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