CN208168396U - Built-in fitting absolute altitude essence micro-adjusting device under shock isolating pedestal - Google Patents
Built-in fitting absolute altitude essence micro-adjusting device under shock isolating pedestal Download PDFInfo
- Publication number
- CN208168396U CN208168396U CN201820425467.4U CN201820425467U CN208168396U CN 208168396 U CN208168396 U CN 208168396U CN 201820425467 U CN201820425467 U CN 201820425467U CN 208168396 U CN208168396 U CN 208168396U
- Authority
- CN
- China
- Prior art keywords
- shock isolating
- isolating pedestal
- built
- adjusting device
- absolute altitude
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Vibration Prevention Devices (AREA)
Abstract
The utility model provides built-in fitting absolute altitude essence micro-adjusting device under a kind of shock isolating pedestal, which includes:More support columns, the more support columns are set up on the lower buttress end template of shock isolating pedestal;Component is turned up in more sets, the height-regulating component is covered to be located on the more support columns together correspondingly more, the component of being turned up includes the connecting column that sleeve and the lower embedded board for connecting shock isolating pedestal is turned up in positive and negative screw-thread, and the positive and negative screw thread that sleeve is turned up is bolted in the support column and the connecting column respectively.The utility model solves the problems, such as that the lower embedded board of shock isolating pedestal is difficult to install.
Description
Technical field
The utility model relates to technical field of building construction, and in particular to the precise and tiny tune of built-in fitting absolute altitude under a kind of shock isolating pedestal
Engagement positions.
Background technique
The seismic isolation technology of construction in recent years is widelyd popularize.Seismic isolation technology is between substructure and superstructure
Shock isolating pedestal is set, superstructure and substructure are separated.When earthquake, shock isolating pedestal, which absorbs, buffers a large amount of seismic energy
Amount reduces destruction of the earthquake to superstructure.But in the lower embedded board installation process of shock isolating pedestal, due to lower embedded board
Area is big, installation accuracy requires high, installation site is small, causes the lower embedded board of shock isolating pedestal difficult to install.
Utility model content
To overcome the defects of present in the prior art, now provide built-in fitting absolute altitude under a kind of shock isolating pedestal precise and tiny adjustment dress
It sets, the lower embedded board to solve the problems, such as shock isolating pedestal is difficult to install.
To achieve the above object, built-in fitting absolute altitude essence micro-adjusting device under a kind of shock isolating pedestal is provided, including:
More support columns, the more support columns are set up on the lower buttress end template of shock isolating pedestal;
Components are turned up in more sets, cover the height-regulating component more and are located on the more support columns together correspondingly, described
It includes the connecting column that sleeve and the lower embedded board for connecting shock isolating pedestal is turned up in positive and negative screw-thread that component, which is turned up, the height-regulating set
The positive and negative screw thread of cylinder is bolted in the support column and the connecting column respectively.
Further, the more support columns are using the center of the lower embedded board as symmetrical centre center symmetric setting.
Further, one end far from the support column of the connecting column is bolted with for connecting the lower embedded board
The connection sleeve of bottom.
It further, further include more reinforcements, the reinforcement is connected between the support column of adjacent two.
Further, the more reinforcements join end to end, and the reinforcing set on the outside of the more support columns is enclosed in formation
Ring, the inside of the reinforcing ring are equipped with more limit ribs for being support on the relative inner of the more support columns correspondingly.
Further, it is provided with described in the multiple tracks being spaced apart along the axial direction of the support column and adds on the support column
Gu ring.
Further, the positive and negative screw-thread is turned up sleeve and is formed in contrary the first internal screw thread and second of screw thread
Screw thread, the upper end of the support column are formed with the first external screw thread compatible with first internal screw thread, and the connecting column leans on
One end of the nearly support column is formed with the second external screw thread, and second external screw thread adapts to second internal screw thread.
The beneficial effects of the utility model are that built-in fitting absolute altitude essence micro-adjusting device is logical under the utility model shock isolating pedestal
It excessively descends on buttress end template and support column is fixedly mounted, component is turned up in installation on support column, lower embedded board is consolidated, jail
The first top for being installed on lower buttress end template leaned on.After the designed elevation of lower embedded board is not achieved in installation at the beginning of lower embedded board, lead to
It crosses and the height that component adjusts lower embedded board is turned up, lower embedded board is accurately positioned, so that lower embedded board energy high quality
Installation ensure the accurate installation of shock isolating pedestal, improve the construction efficiency of shock isolating pedestal.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of built-in fitting absolute altitude essence micro-adjusting device under the utility model shock isolating pedestal.
Fig. 2 is the structural schematic diagram of the bottom of the lower embedded board of the utility model shock isolating pedestal.
Fig. 3 is the structural representation of the height-regulating component of built-in fitting absolute altitude essence micro-adjusting device under the utility model shock isolating pedestal
Figure.
Fig. 4 is the cross-sectional view in Fig. 1 at A-A.
Specific embodiment
Illustrate the embodiments of the present invention below by way of specific specific example, those skilled in the art can be by this theory
Content disclosed by bright book understands other advantages and effect of the utility model easily.The utility model can also be by addition
Different specific embodiments are embodied or practiced, and the various details in this specification can also be based on different viewpoints and answer
With carrying out various modifications or alterations under the spirit without departing from the utility model.
Fig. 1 be the utility model shock isolating pedestal under built-in fitting absolute altitude essence micro-adjusting device structural schematic diagram,
Fig. 2 be structural schematic diagram, Fig. 3 of the bottom of the lower embedded board of the utility model shock isolating pedestal be the utility model every
Shake the structural schematic diagram of the height-regulating component of built-in fitting absolute altitude essence micro-adjusting device under support, Fig. 4 is the cross-sectional view at A-A in Fig. 1.
Referring to figs. 1 to 4, in the present embodiment, shock isolating pedestal is installed on lower buttress, and lower buttress is poured in lower branch
In pier bottom template 5.The lower embedded board 4 of shock isolating pedestal is set to the top of lower buttress end template 5.Lower embedded board 4 and lower branch pier bottom
The casting space for pouring lower buttress is formed between template 5.Lower embedded board 4 is embedded in the concrete for pouring lower buttress.Tool
Body, lower buttress is bolumn cap structure, and lower buttress end template is bolumn cap end template.
With continued reference to shown in Fig. 1 to Fig. 4, the utility model provides the precise and tiny adjustment of built-in fitting absolute altitude under a kind of shock isolating pedestal
Device, built-in fitting absolute altitude essence micro-adjusting device is placed in casting space under the utility model shock isolating pedestal.Specifically, this is practical
Built-in fitting absolute altitude essence micro-adjusting device includes under novel shock isolating pedestal:Support column 1 and height-regulating component 2.In the present embodiment, it supports
Column 1 and the quantity that component 2 is turned up are multiple, specifically, support column 1 is four, it is four sets that component 2, which is turned up,.More 1 framves of support column
On lower buttress end template 5.More set height-regulating components 2 are same correspondingly respectively to be located on more support columns 1.Component is turned up
2 include that sleeve 21 and connecting column 22 is turned up.Height-regulating sleeve 21 is positive and negative screw-thread straight screw sleeve.Connecting column 22 is mainly used for connecting
Connect the bottom of lower embedded board 4.The positive and negative screw thread that sleeve 21 is turned up is bolted in the top of support column 1 and the bottom of connecting column 22 respectively
End.Pre- leave a blank is formed between the end face on the top of support column 1, the end face of the bottom end of connecting column 22 and the inner wall that sleeve 21 is turned up
Between 20.The length of reserved space 20 is 10mm.Under adjusting when the height of embedded board, reserved space 20 is mainly used for accommodating bearing
Column and connecting column are to finely tune the height of lower embedded board.
Built-in fitting absolute altitude essence micro-adjusting device in fixed on lower buttress end template by pacifying under the utility model shock isolating pedestal
Support column is filled, component is turned up in installation on support column, lower embedded board is consolidated, firm first is installed on lower buttress end template
Top.After the designed elevation of lower embedded board is not achieved in installation at the beginning of lower embedded board, lower embedded board is adjusted by the way that component is turned up
Highly, lower embedded board is enabled to be accurately positioned, so that the installation of lower embedded board energy high quality ensures the essence of shock isolating pedestal
Quasi- installation, improves the construction efficiency of shock isolating pedestal.
In the present embodiment, referring to Fig.2, the center of four 1 or less embedded boards 4 of support column is symmetrical arranged for symmetrical centre.
Four support columns 1 are in rectanglar arrangement.In the present embodiment, the lower built-in fitting of shock isolating pedestal is lower embedded board 4.Lower embedded board 4
Center is formed with fill orifice, and the surrounding of fill orifice is provided with deflector, and deflector is connected to the bottom of lower embedded board.Under
When buttress casting concrete, the center for the following embedded board of concrete that deflector guidance pours into casting space from fill orifice is around
It fills closely knit.
As a kind of preferable embodiment, the bottom end of connecting column 22 is by being turned up sleeve connection in support column, connecting column
The top of 22 separate support column 1 is bolted with connection sleeve 23.Connection sleeve 23 is used to be connected to the bottom of lower embedded board.It is based on
The construction precision of connecting column when the installation positioning of lower embedded board, there are position deviation after avoiding the installation of connecting column fixed, and shadow
It rings height-regulating sleeve and turns effect, may cause and turn failure because of the deviation twisting resistance of connecting column when turning height-regulating sleeve, in turn
The height of lower embedded board can not be adjusted.Therefore, connecting column 22 is installed on the bottom of lower embedded board by connecting sleeve 23, avoid because
The position deviation of connecting column to be turned up sleeve from turning, and then improves the installation effectiveness of lower embedded board.
In the present embodiment, the quantity for connecting sleeve 23 is four, and lower embedded board is square plate.Four connection sleeves
23 are located on the midline position of the four edges of lower embedded board, and the distance for connecting four edges of the sleeve apart from lower embedded board is
300mm.In the present embodiment, support column and connecting column are the reinforcing bar of Φ 25mm.Connect the nut that sleeve 23 is M45.Bearing
The length of column is greater than the length of connecting column.
As a kind of preferable embodiment, built-in fitting absolute altitude essence micro-adjusting device is also wrapped under the utility model shock isolating pedestal
Include more reinforcements 3.Reinforcement 3 is connected between two adjacent support columns 1.
In the present embodiment, more reinforcements 3 join end to end, and the reinforcing ring set on the outside of four support columns is enclosed in formation.
In order to improve the structural stability and fixing of built-in fitting absolute altitude essence micro-adjusting device under the utility model shock isolating pedestal, reinforcing ring
Inside be equipped with four limit ribs 31, four limit ribs 31 are support on the relative inner of four support columns correspondingly to lock
In on support column.
As a kind of preferable embodiment, set on support column by multiple tracks reinforcing ring, height of the multiple tracks reinforcing ring along support column 1
Degree (axial direction) direction is intervally arranged.In the present embodiment, support column 1 is equipped with more reinforcements 3 in the vertical direction.In same water
Four reinforcements in plane form the reinforcing ring for being similar to hooping structure, reinforce the periphery that hoop is set to four support columns, into
The overall stability for improving four support columns of one step.
In the present embodiment, positive and negative screw-thread is turned up sleeve 21 and is formed with contrary the first internal screw thread and second of screw thread
Internal screw thread, the top of support column 1 are formed with the first external screw thread compatible with the first internal screw thread, and the bottom end of connecting column 22 is formed with
Second external screw thread, the second external screw thread adapt to the second internal screw thread.Top and connection that sleeve 21 is threadedly connected to support column 1 is turned up
Between the bottom end of column 22.When needing to adjust the height of lower embedded board, because the straight thread that sleeve 21 is positive and negative screw-thread is turned up
Sleeve, it is only necessary to which sleeve 21 is turned up in rotation can be so that connecting column and support column be close to each other, or make connecting column and branch
Bearing column away from each other, the absolute altitude at the top of embedded board is descended with adjustment.
Present aspect additionally provides a kind of using pre-buried under built-in fitting absolute altitude essence micro-adjusting device under above-mentioned shock isolating pedestal
The installation method of plate, includes the following steps:
S1:More support columns are set up on the lower buttress end template of shock isolating pedestal.
It is set on the lower buttress end template of shock isolating pedestal to by four support columns difference fixed frames, so that four support columns
Position corresponds to the underface of design position of the lower embedded board of shock isolating pedestal and the center of four following embedded boards of support column is
Symmetrical centre center symmetric setting.
S2:The connecting column that component is turned up in more sets is connected to lower embedded board, so that more connecting columns are coaxial correspondingly
It is set to the top of the more support columns.
The connecting column that four sets are turned up component is passed through the bottom that connection sleeve is connected to lower embedded board by S21 respectively.Specifically,
Four connection sleeves are welded to connect in the bottom of lower embedded board, so that the setting position of four connection sleeves will axially correspond to one by one
In the position of four support columns.The top for the connecting column that four sets are turned up component is bolted in four connector sleeves correspondingly respectively
In cylinder.
S22 is lifted the lower embedded board for being equipped with connecting column to the top of four support columns using lifting machine, so that four
Root connecting column is coaxially disposed correspondingly in the surface of four support columns.
S3:The positive and negative screw thread that sleeve is turned up in the positive and negative screw-thread that component is turned up in more sets is bolted in support column and connection respectively
Column.
Specifically, the first internal screw thread that sleeve is turned up in positive and negative screw-thread to be connected to the first outer spiral shell of the upper end of support column
The second internal screw thread that sleeve is turned up in positive and negative screw-thread is connected to the second external screw thread of the close bottom end of connecting column by line.
S3:More height-regulating sleeves are turned respectively, so that the overhead height of lower embedded board reaches setting for the bottom of shock isolating pedestal
Count absolute altitude.
After sleeve connection is turned up between connecting column and support column, each position at the top of lower embedded board is measured respectively
Actual height.Instantly when the actual height at the top of embedded board is below or above the designed elevation of the bottom of shock isolating pedestal, lead to
The height-regulating sleeve for turning the lower section at actual height position not up to standard at the top of lower embedded board is crossed, so that the top of lower embedded board
The designed elevation of the bottom of shock isolating pedestal is fully achieved in height.
It should be noted that this specification structure depicted in this specification institute accompanying drawings, ratio, size etc., only to cooperate
The bright revealed content of book is not intended to limit the utility model implementable so that those skilled in the art understands and reads
Qualifications, therefore do not have technical essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size,
In the case where not influencing the effect of the utility model can be generated and the purpose that can reach, should all still fall in disclosed in the utility model
Technology contents obtain and can cover in the range of.Meanwhile in this specification it is cited as "upper", "lower", "left", "right", " in
Between " and " one " etc. term, be merely convenient to being illustrated for narration, rather than to limit the enforceable range of the utility model,
Relativeness is altered or modified, under the content of no substantial changes in technology, when being also considered as the enforceable scope of the utility model.
Combine figure embodiment that the utility model is described in detail above, those skilled in the art can root
Many variations example is made to the utility model according to above description.Thus, certain details in embodiment should not constitute practical to this
Novel restriction, the utility model will be using the ranges that the appended claims define as protection scope.
Claims (7)
1. built-in fitting absolute altitude essence micro-adjusting device under a kind of shock isolating pedestal, which is characterized in that including:
More support columns, the more support columns are set up on the lower buttress end template of shock isolating pedestal;
Components are turned up in more sets, cover the height-regulating component more and are located on the more support columns together correspondingly, the height-regulating
Component includes the connecting column that sleeve and the lower embedded board for connecting shock isolating pedestal is turned up in positive and negative screw-thread, the height-regulating sleeve
Positive and negative screw thread is bolted in the support column and the connecting column respectively.
2. built-in fitting absolute altitude essence micro-adjusting device under shock isolating pedestal according to claim 1, which is characterized in that described in more
Support column is using the center of the lower embedded board as symmetrical centre center symmetric setting.
3. built-in fitting absolute altitude essence micro-adjusting device under shock isolating pedestal according to claim 1, which is characterized in that the connection
One end far from the support column of column is bolted with the connection sleeve of the bottom for connecting the lower embedded board.
4. built-in fitting absolute altitude essence micro-adjusting device under shock isolating pedestal according to claim 2, which is characterized in that further include more
Root reinforcement, the reinforcement are connected between the support column of adjacent two.
5. built-in fitting absolute altitude essence micro-adjusting device under shock isolating pedestal according to claim 4, which is characterized in that described in more
Reinforcement joins end to end, and the reinforcing ring set on the outside of the more support columns is enclosed in formation, and the inside of the reinforcing ring is equipped with one
One corresponding twelve Earthly Branches are butted on more limit ribs of the relative inner of the more support columns.
6. built-in fitting absolute altitude essence micro-adjusting device under shock isolating pedestal according to claim 5, which is characterized in that the bearing
Reinforcing ring described in the multiple tracks being spaced apart along the axial direction of the support column is provided on column.
7. built-in fitting absolute altitude essence micro-adjusting device under shock isolating pedestal according to claim 1, which is characterized in that described positive and negative
Screw-thread is turned up sleeve and is formed with contrary the first internal screw thread and the second internal screw thread of screw thread, and the upper end of the support column is formed
There is the first external screw thread compatible with first internal screw thread, one end close to the support column of the connecting column is formed with the
Two external screw threads, second external screw thread adapt to second internal screw thread.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820425467.4U CN208168396U (en) | 2018-03-28 | 2018-03-28 | Built-in fitting absolute altitude essence micro-adjusting device under shock isolating pedestal |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820425467.4U CN208168396U (en) | 2018-03-28 | 2018-03-28 | Built-in fitting absolute altitude essence micro-adjusting device under shock isolating pedestal |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208168396U true CN208168396U (en) | 2018-11-30 |
Family
ID=64374546
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201820425467.4U Active CN208168396U (en) | 2018-03-28 | 2018-03-28 | Built-in fitting absolute altitude essence micro-adjusting device under shock isolating pedestal |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208168396U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108487650A (en) * | 2018-03-28 | 2018-09-04 | 中国建筑第八工程局有限公司 | The installation method of pre-buried board mounting structure and lower embedded board under shock isolating pedestal |
CN110159016A (en) * | 2019-06-26 | 2019-08-23 | 中国铁路设计集团有限公司 | A kind of column check pit that prefabricated assembled adjustable rail top mark is high |
CN113530001A (en) * | 2021-08-12 | 2021-10-22 | 中建八局第二建设有限公司 | Pier type shock insulation support and construction method thereof |
-
2018
- 2018-03-28 CN CN201820425467.4U patent/CN208168396U/en active Active
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108487650A (en) * | 2018-03-28 | 2018-09-04 | 中国建筑第八工程局有限公司 | The installation method of pre-buried board mounting structure and lower embedded board under shock isolating pedestal |
CN110159016A (en) * | 2019-06-26 | 2019-08-23 | 中国铁路设计集团有限公司 | A kind of column check pit that prefabricated assembled adjustable rail top mark is high |
CN110159016B (en) * | 2019-06-26 | 2023-12-05 | 中国铁路设计集团有限公司 | Column type inspection pit of prefabricated adjustable rail top elevation |
CN113530001A (en) * | 2021-08-12 | 2021-10-22 | 中建八局第二建设有限公司 | Pier type shock insulation support and construction method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN208168396U (en) | Built-in fitting absolute altitude essence micro-adjusting device under shock isolating pedestal | |
CN201649690U (en) | Height adjustable support of steel-tube back shore | |
CN106150055A (en) | Concrete embedded part essence flat hanging installment work stand and the installation method of built-in fitting | |
CN107030875A (en) | The bridge prefabrication assembly removable adjustable type alignment system of cushion cap embedded ribs and localization method | |
CN205857035U (en) | A kind of prefabricated stand column and the assembled positioner of cushion cap | |
CN207212351U (en) | A kind of Height Adjustable prefabricated box culvert structure | |
CN209491944U (en) | A kind of full prefabricated bridge pier stud main reinforcement locator | |
CN108487650A (en) | The installation method of pre-buried board mounting structure and lower embedded board under shock isolating pedestal | |
CN107386455A (en) | A kind of shock isolating pedestal and its construction method of installation | |
CN206855742U (en) | The removable adjustable type alignment system of bridge prefabrication assembly cushion cap embedded ribs | |
CN206941823U (en) | A kind of shock isolating pedestal | |
CN208251624U (en) | A kind of novel building pillar pours mold | |
CN109339247A (en) | A kind of split type built-in fitting of precast stair and its application method | |
CN106368234B (en) | A kind of new rim of a cup basis box steel column construction technique | |
CN205224569U (en) | Template steel pipe support support structure | |
CN205296455U (en) | A positioner for between buttress and isolation bearing | |
CN206143796U (en) | Rim of a cup basis box steel column and mounting adjustment fixing device | |
CN206873734U (en) | With the prefabricated shear wall and overlapping plate node of Combined grouting sleeve connection | |
CN108166522A (en) | Steam turbine built-in fitting fixing device and method | |
CN205712473U (en) | A kind of PC beam column node connection device | |
CN104935130B (en) | A kind of motor bearings assembles adjusting means | |
CN103334584A (en) | Template regulating system for sliding form system | |
CN207794320U (en) | A kind of wall connecting system up and down of installation precast facade | |
CN203361633U (en) | Template regulating system of sliding form system | |
CN208100804U (en) | A kind of PC component metope through-hole fixing tool jig |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |