CN202273169U - Trestle - Google Patents
Trestle Download PDFInfo
- Publication number
- CN202273169U CN202273169U CN 201120413089 CN201120413089U CN202273169U CN 202273169 U CN202273169 U CN 202273169U CN 201120413089 CN201120413089 CN 201120413089 CN 201120413089 U CN201120413089 U CN 201120413089U CN 202273169 U CN202273169 U CN 202273169U
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- China
- Prior art keywords
- longeron
- trestle
- pile
- pile tube
- crossbeam
- 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.)
- Expired - Lifetime
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Abstract
The utility model relates to a trestle, which is characterized by comprising more than two groups of pipe piles which are sequentially distributed at intervals along the longitudinal direction, cross beams which are respectively fixedly erected on the pile heads of the tops of the pipe piles and extend along the transversal direction, more than two longitudinal beams which are fixedly erected on the cross beams and are distributed at different transversal positions, and a trestle surface main body which is paved on the longitudinal beams, wherein each group of pipe piles comprises two pipe piles which are vertically and sequentially distributed at intervals along the transversal direction. The utility model aims to provide the trestle, which has the advantages that the construction and the installation are fast, the influence to the total construction period is small, and materials can be recycled.
Description
Technical field
The utility model relates to a kind of trestle.
Background technology
Deep foundation ditch soil excavation and ultra dark underground structure construction are through being provided with trestle to guarantee cubic metre of earth a transportation and a transport of materials.Conventional trestle construction adopts the pre-buried angle steel lattice column of drill hole pouring pile as piling strtucture; After laying the steelframe trussed construction above the piling strtucture, In-situ cast concrete board up again, this trestle complex structure; Constructional difficulties; Work progress takies the critical circuits duration, influences total construction period, and input cost is excessive.And this conventional trestle is removed the back material does not have the recovery space basically, can only do waste disposal.
Summary of the invention
The purpose of the utility model is to provide a kind of trestle, and its construction and installation are quick, and is less to the influence of total construction period, and material is recyclable to be utilized again.
The purpose of the utility model realizes through following technical scheme: a kind of trestle is characterized in that: it comprises more than two groups the pile tube group laid at interval successively along the longitudinal direction, fixed mount is located at crossbeam, two bridge floor main bodys of being located at the crossbeam top and being distributed in the longeron of different lateral attitudes and being layed in the longeron top with upper holder of respectively organizing on the pile crown of pile tube group top and extending along horizontal direction respectively; Every group of pile tube group comprises two perpendicular pile tubes of putting and laying along horizontal interval successively.
Adopt tube pile structure, need not to carry out the pre-buried piling strtucture of drill hole pouring pile in the feasible construction; Steel structure truss improves horizontal longeron system.So not only simplified structure reduces working procedure, practices thrift the engineering time, and is convenient to the utilization again of structure member.
The utility model has also carried out following improvement:
Said bridge floor main body comprises that fixed mount is located at longeron top and many horizontal retaining pieces laying at interval successively along the longeron bearing of trend and be set up in the longeron top and be embedded at the prefabricated concrete plate between the adjacent two horizontal retaining pieces; Thereby substitute the job practices of traditional In-situ cast concrete board; Not only effectively shorten the construction period, and can reuse.
Between adjacent two root canal piles of same pile tube group, be connected fixing with first bridging through first waling stripe.
Between two root canal piles of same lateral attitude, be connected fixing with second bridging in the adjacent two pile tube groups through second waling stripe.
Top, the vertical both sides of said bridge floor main body is arranged with guard rail.
Said pile tube is for shaking towards steel pipe pile, and crossbeam and longeron are respectively steel I-beam, and laterally retaining piece is a channel-section steel.
Compared to prior art, the advantage of the utility model is: simplified structure not only, reduce working procedure, and practice thrift the engineering time, effectively reduce total construction period, and be convenient to the recycling of structure member, practice thrift construction cost greatly.
Description of drawings
Fig. 1 is the structural representation of a kind of trestle embodiment of the utility model, has omitted protective guard among the figure and has not drawn.
Fig. 2 is that the A of Fig. 1 is to structure diagram.
Fig. 3 is the local enlarged diagram of the I of Fig. 1.
Label declaration: 1, crossbeam, 2, longeron, 3, pile tube, 4, horizontal retaining piece, 5, prefabricated concrete plate, 6, first waling stripe, 7, first bridging, 8, second waling stripe, 9, second bridging, 10, guard rail.
The specific embodiment
Below in conjunction with Figure of description and embodiment the utility model content is elaborated:
Embodiment sketch map like Fig. 1, Fig. 2 and a kind of trestle that provides for the utility model shown in Figure 3.
A kind of trestle is characterized in that: it comprises more than two groups the pile tube group laid at interval successively along the longitudinal direction, fixed mount is located at the crossbeam respectively organizing on the pile crown of pile tube group top and extend along horizontal direction 1, two bridge floor main bodys of being located at crossbeam 1 top and being distributed in the longeron 2 of different lateral attitudes and being layed in longeron 2 tops with upper holder respectively; Every group of pile tube group comprises two perpendicular pile tubes 3 of putting and laying along horizontal interval successively.
Said bridge floor main body comprises that fixed mount is located at longeron 2 tops and many horizontal retaining pieces 4 laying at interval successively along longeron 2 bearing of trends and be set up in longeron 2 tops and be embedded at the prefabricated concrete plate 5 between the adjacent two horizontal retaining pieces 4.
Between adjacent two root canal piles 3 of same pile tube group, be connected fixing with first bridging 7 through first waling stripe 6.
Between two root canal piles 3 of same lateral attitude, be connected fixing with second bridging 9 in the adjacent two pile tube groups through second waling stripe 8.
Said bridge floor main body both lateral sides top is arranged with guard rail 10.
Said pile tube 3 is for shaking towards steel pipe pile, and crossbeam 1 is respectively steel I-beam with longeron 2, and laterally retaining piece 4 is a channel-section steel.
Claims (6)
1. trestle is characterized in that: it comprises the pile tube group laid at interval successively along the longitudinal direction more than two groups, fixed mount is located at crossbeam (1), two bridge floor main bodys of being located at crossbeam (1) top and being distributed in the longeron (2) of different lateral attitudes and being layed in longeron (2) top with upper holder of respectively organizing on the pile crown of pile tube group top and extending along horizontal direction respectively; Every group of pile tube group comprises two perpendicular pile tubes (3) of putting and laying along horizontal interval successively.
2. trestle according to claim 1 is characterized in that: said bridge floor main body comprises that fixed mount is located at longeron (2) top and the many horizontal retaining pieces (4) laid at interval successively along longeron (2) bearing of trend and be set up in longeron (2) top and be embedded at the prefabricated concrete plate (5) between the adjacent two horizontal retaining pieces (4).
3. trestle according to claim 1 and 2 is characterized in that: be positioned at and be connected fixing through first waling stripe (6) with first bridging (7) between adjacent two root canal piles (3) of same pile tube group.
4. trestle according to claim 3 is characterized in that: be positioned in the adjacent two pile tube groups and be connected fixing through second waling stripe (8) with second bridging (9) between two root canal piles (3) of same lateral attitude.
5. trestle according to claim 4 is characterized in that: said bridge floor main body both lateral sides top is arranged with guard rail (10).
6. trestle according to claim 2 is characterized in that: said pile tube (3) is for shaking towards steel pipe pile, and crossbeam (1) and longeron (2) are respectively steel I-beam, and laterally retaining piece (4) is a channel-section steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120413089 CN202273169U (en) | 2011-10-25 | 2011-10-25 | Trestle |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120413089 CN202273169U (en) | 2011-10-25 | 2011-10-25 | Trestle |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202273169U true CN202273169U (en) | 2012-06-13 |
Family
ID=46193537
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120413089 Expired - Lifetime CN202273169U (en) | 2011-10-25 | 2011-10-25 | Trestle |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202273169U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102936897A (en) * | 2012-11-29 | 2013-02-20 | 广州建筑股份有限公司 | Steel bridge capable of being used as supporting and reinforcing structure |
| CN103422445A (en) * | 2013-09-04 | 2013-12-04 | 中建六局土木工程有限公司 | Constructing method of high temporary bridge crossing river in extremely cold area |
| CN104846734A (en) * | 2015-06-02 | 2015-08-19 | 中建四局第六建筑工程有限公司 | Unit-assembly type steel trestle |
| CN108301332A (en) * | 2018-04-10 | 2018-07-20 | 安徽宝翔建设集团有限责任公司 | The detachable steel trestle construction method of beret slice |
| CN109537431A (en) * | 2018-11-19 | 2019-03-29 | 上海建工五建集团有限公司 | Plank road structure and method waterborne |
| CN109537456A (en) * | 2018-11-19 | 2019-03-29 | 上海建工五建集团有限公司 | The construction method of plank road structure waterborne |
| CN110820530A (en) * | 2019-10-18 | 2020-02-21 | 北京市第三建筑工程有限公司 | Concrete trestle and foundation pit connecting node structure and construction method thereof |
-
2011
- 2011-10-25 CN CN 201120413089 patent/CN202273169U/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102936897A (en) * | 2012-11-29 | 2013-02-20 | 广州建筑股份有限公司 | Steel bridge capable of being used as supporting and reinforcing structure |
| CN102936897B (en) * | 2012-11-29 | 2015-06-17 | 广州建筑股份有限公司 | Steel bridge capable of being used as supporting and reinforcing structure |
| CN103422445A (en) * | 2013-09-04 | 2013-12-04 | 中建六局土木工程有限公司 | Constructing method of high temporary bridge crossing river in extremely cold area |
| CN104846734A (en) * | 2015-06-02 | 2015-08-19 | 中建四局第六建筑工程有限公司 | Unit-assembly type steel trestle |
| CN108301332A (en) * | 2018-04-10 | 2018-07-20 | 安徽宝翔建设集团有限责任公司 | The detachable steel trestle construction method of beret slice |
| CN109537431A (en) * | 2018-11-19 | 2019-03-29 | 上海建工五建集团有限公司 | Plank road structure and method waterborne |
| CN109537456A (en) * | 2018-11-19 | 2019-03-29 | 上海建工五建集团有限公司 | The construction method of plank road structure waterborne |
| CN109537456B (en) * | 2018-11-19 | 2020-09-08 | 上海建工五建集团有限公司 | Construction method of water plank road structure |
| CN110820530A (en) * | 2019-10-18 | 2020-02-21 | 北京市第三建筑工程有限公司 | Concrete trestle and foundation pit connecting node structure and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: CSCEC STRAIT CONSTRUCTION AND DEVELOPMENT CO., LTD Free format text: FORMER NAME: THE THIRD COMPANY OF CHINA SEVENTH ENGINEERING BUREAU CO., LTD. |
|
| CP03 | Change of name, title or address |
Address after: 98-1 No. 350003 Fujian province Fuzhou Mawei District Jiangbin East Avenue Patentee after: CSCEC Strait Construction and Development Co., Ltd. Address before: North Road, Gulou District of Fuzhou city of Fujian Province, No. 148 350000 Patentee before: The Third Company of China Seventh Engineering Bureau Co., Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20120613 |