CN202347843U - Building construction beam frame - Google Patents
Building construction beam frame Download PDFInfo
- Publication number
- CN202347843U CN202347843U CN2011204434374U CN201120443437U CN202347843U CN 202347843 U CN202347843 U CN 202347843U CN 2011204434374 U CN2011204434374 U CN 2011204434374U CN 201120443437 U CN201120443437 U CN 201120443437U CN 202347843 U CN202347843 U CN 202347843U
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- China
- Prior art keywords
- support beam
- supporting beam
- supports
- right sides
- lintel
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- 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 - Fee Related
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Abstract
The utility model discloses a building construction beam frame. The building construction beam frame comprises supports, fixed bolts, fixed nuts, horizontal adjustment bolts, rail bars, a left support beam, a sliding groove, positioning bolts, a lintel and a right support beam, wherein the two supports are main body supporting elements, are arranged symmetrically and are supported at two ends of a support frame beam formed by the left support beam and the right support beam; the fixed nuts are arranged on the supports, the fixed bolts are screwed into the fixed nuts from bottom to top and are used for slightly adjusting the height of the left support beam and the right support beam; the lintel is arranged at the middle butted position of the left support beam and the right support beam to make the length of the whole building construction beam frame adjustable; the horizontal adjustment bolts are arranged at the two ends of the left support beam and the right support beam; the rail bars are arranged on the left support beam and the right support beam corresponding to the supports; through hole type sliding grooves are formed in the middle of the left support beam and the right support beam and in the middle of the corresponding lintel; and the positioning bolts are arranged in the grooves. By the building construction beam frame, the operation of erecting support frames before pouring beam plate on a construction site can be simplified, the labor intensity of constructing the support frame is reduced, and the material cost of a building unit can be obviously saved.
Description
Technical field:
The utility model relates to building site construction servicing unit, relates in particular to a kind of building operations roof beam structure.
Background technology:
The floor of construction site; The general beam slab that adopts precast beam or cast-in-site, and when adopting the cast-in-site beam slab, then to use the vertical support of standing in great numbers; Using a large amount of support bars is a kind of waste; That also gives the job site has currently caused very big trouble, and on-the-spot staff walks between the support bar that stands in great numbers, and has also added many danger.The phase that thes cement solidifies of especially cast-in-place plate is the shortest wanted for two weeks, the long wheat harvesting period of wanting, and construction can not intersect to be carried out, and makes integrated engineering not to be completed as early as possible.
Summary of the invention:
The purpose of the utility model is, overcomes the weak point of prior art, and a kind of building operations roof beam structure is provided; Form the stable support in the cast-in-place plate work progress; Save a large amount of vertical support bar, both can reduce a large amount of works of job site, can purify the environment of job site again preferably; Convenient production, favourable safety.
The utility model for realizing the technical scheme that above-mentioned purpose adopts is: a kind of building operations roof beam structure, support are the body supports parts, it is characterized in that two supports are symmetrical set, the two ends that the supporting that stent support is formed at left supporting beam and right supporting beam is set a roof beam in place; The top of support, the strong point that left and right sides supporting beam is installed by under the position, be provided with hold-down nut, be screwed into the set bolt that the height of left and right sides supporting beam is finely tuned in the hold-down nut from bottom to top; The middle joint of left side supporting beam and right supporting beam is provided with lintel; The two ends of left and right sides supporting beam are provided with fixing nut, are screwed with in the nut to be used to do the horizontal adjusting bolt (4) with respect to the location adjustment of i beam vertical wall; The position of the corresponding support in the two ends of left and right sides supporting beam is provided with the outer end that makes left and right sides supporting beam and can makes the rail bar of microcall up and down along rail bar, and the top of support is fixed and be vertically set on to rail bar.
Further, the middle part of left and right sides supporting beam and the middle part of corresponding lintel are symmetrically arranged with the through-hole type chute, and positioning bolt is set in the chute.
The beneficial effect of the utility model is: use the described building operations roof beam structure of the utility model, can simplify the operation that bracing frame stands in great numbers before the job site cast beam slab, as long as use i beam to locate at two ends; Support vertically is set on the lower plane of i beam; And then left and right sides supporting beam and lintel be set on request, form the roof beam structure that connects, adjust roof beam structure about height; Above the roof beam structure template can be set, implement the pouring practice of cast-in-place beam or cast-in-place plate.Use the described building operations roof beam structure of the utility model, can reduce the labour intensity of building bracing frame, also can practice thrift the Master Cost of construction unit significantly so that the job site is more in good order.Use the described building operations roof beam structure of the utility model to carry out the cast-in-site of roof beam structure, do not influence the crossed construction with the sundry item engineering, can shorten the duration of integrated engineering greatly, can bring better economic benefits to building unit.
Description of drawings:
Accompanying drawing is the structural representation of the said building operations roof beam structure of the utility model.
1 one supports, 2 one set bolts, 3 one hold-down nuts, 4 one horizontal adjusting bolt, 5 one rail bars, 6 one left supporting beam 7 one chutes 8 one location bolt 9 one lintels 10 1 right supporting beams.
The specific embodiment:
Existing with reference to accompanying drawing; Explain as follows in conjunction with embodiment: the described building operations roof beam structure of the utility model; Include support 1, set bolt 2, hold-down nut 3, horizontal adjusting bolt 4, rail bar 5, left supporting beam 6, chute 7, positioning bolt 8, lintel 9 and right supporting beam 10 and form, the auxiliary supports of i beam as the anti-depression of the said cast-in-place roof beam structure of the utility model arranged, the body supports part that said support 1 is the said cast-in-place roof beam structure of the utility model; Two supports 1 are symmetrical set; The centre of two supports 1 is provided with left supporting beam 6, lintel 9 and right supporting beam 10, also we can say, support 1 is supported on the two ends that supporting that left supporting beam 6 and right supporting beam 10 form is set a roof beam in place.The top of support 1; Position under the strong point that left and right sides supporting beam is installed leans on also can be described as on the downward support 1 in the position that rail bar 5 is set, and welds and is provided with hold-down nut 3; Be screwed into set bolt 2 in the hold-down nut 3 from bottom to top; Make the last top of set bolt 2 withstand left and right sides supporting beam,, can finely tune the height of left and right sides supporting beam through screwing on or backing out set bolt 2.The middle joint of left and right sides supporting beam is provided with lintel 9; The cooperation of left side supporting beam 6, right supporting beam 10 and lintel 9; Be in order to make the length of whole building operations roof beam structure to adjust,, generally can be arranged to regulate in 3 to 3.6 meters scopes according to present common room width.The two ends of left and right sides supporting beam also are provided with fixing nut, are screwed into horizontal adjusting bolt 4 in the nut, are used to do the location adjustment with respect to the i beam vertical wall.The position of the corresponding support 1 in the two ends of left and right sides supporting beam is provided with rail bar 5, and the top of support 1 is fixed and be vertically set on to rail bar 5, and the outer end of left and right sides supporting beam can be finely tuned up and down along rail bar 5.The middle part of the middle part of left and right sides supporting beam and corresponding lintel 9 is symmetrically arranged with through-hole type chute 7, and positioning bolt 8 is set in the chute 7.Said positioning bolt 8 is used in chute, doing as required move left and right, selects the entire length of the said building operations roof beam structure of the utility model, promptly selects suitable anchor point, and the nut on the screwed in place bolt 8 can make positioning bolt 8 fixing.Use the described building operations roof beam structure of the utility model, can simplify the operation that bracing frame stands in great numbers before the job site cast beam slab, as long as use i beam to locate at two ends; Support 1 vertically is set on the lower plane of i beam; And then left supporting beam 6, right supporting beam 10 and lintel 9 are set on request, form the roof beam structure that connects, adjust roof beam structure about height; Above the roof beam structure template can be set, implement the pouring practice of cast-in-place beam or cast-in-place plate.
Use the described building operations roof beam structure of the utility model, can reduce the labour intensity of building bracing frame, also can practice thrift the Master Cost of construction unit significantly so that the job site is more in good order.Use the described building operations roof beam structure of the utility model to carry out the cast-in-site of roof beam structure, do not influence the crossed construction with the sundry item engineering, can shorten the duration of integrated engineering greatly, can bring better economic benefits to building unit.
Claims (2)
1. building operations roof beam structure, support (1) is the body supports part, it is characterized in that two supports (1) are symmetrical set, support (1) is supported on the two ends that supporting that left supporting beam (6) and right supporting beam (10) form is set a roof beam in place; The top of support (1), the strong point that left and right sides supporting beam is installed by under the position, be provided with hold-down nut (3), be screwed into the set bolt (2) that the height of left and right sides supporting beam is finely tuned in the hold-down nut (3) from bottom to top; The middle joint of left side supporting beam (6) and right supporting beam (10) is provided with lintel (9); The two ends of left and right sides supporting beam are provided with fixing nut, are screwed with in the nut to be used to do the horizontal adjusting bolt (4) with respect to the location adjustment of i beam vertical wall; The position of the corresponding supports in the two ends of left and right sides supporting beam (1) is provided with the outer end that makes left and right sides supporting beam and can makes the rail bar (5) of microcall up and down along rail bar (5), and the top of support (1) is fixed and be vertically set on to rail bar (5).
2. building operations roof beam structure according to claim 1 is characterized in that the middle part of left and right sides supporting beam and the middle part of corresponding lintel (9), is symmetrically arranged with through-hole type chute (7), and positioning bolt (8) is set in the chute (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204434374U CN202347843U (en) | 2011-11-11 | 2011-11-11 | Building construction beam frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204434374U CN202347843U (en) | 2011-11-11 | 2011-11-11 | Building construction beam frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202347843U true CN202347843U (en) | 2012-07-25 |
Family
ID=46536855
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011204434374U Expired - Fee Related CN202347843U (en) | 2011-11-11 | 2011-11-11 | Building construction beam frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202347843U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104179352A (en) * | 2014-08-12 | 2014-12-03 | 金天德 | Dismountable template system |
| CN105712190A (en) * | 2014-12-05 | 2016-06-29 | 无锡锡山安达防爆电气设备有限公司 | Main girder structure for anti-explosion crane |
| CN105731250A (en) * | 2014-12-12 | 2016-07-06 | 无锡锡山安达防爆电气设备有限公司 | Stiffened girder of explosion-proof crane |
| CN107700835A (en) * | 2017-10-16 | 2018-02-16 | 徐丽丽 | A kind of reinforcing roof beam structure for construction |
| CN109914256A (en) * | 2017-12-11 | 2019-06-21 | 充烜金 | A kind of construction roof beam structure device |
-
2011
- 2011-11-11 CN CN2011204434374U patent/CN202347843U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104179352A (en) * | 2014-08-12 | 2014-12-03 | 金天德 | Dismountable template system |
| CN104179352B (en) * | 2014-08-12 | 2016-03-30 | 金天德 | Detachable template system |
| CN105712190A (en) * | 2014-12-05 | 2016-06-29 | 无锡锡山安达防爆电气设备有限公司 | Main girder structure for anti-explosion crane |
| CN105731250A (en) * | 2014-12-12 | 2016-07-06 | 无锡锡山安达防爆电气设备有限公司 | Stiffened girder of explosion-proof crane |
| CN107700835A (en) * | 2017-10-16 | 2018-02-16 | 徐丽丽 | A kind of reinforcing roof beam structure for construction |
| CN107700835B (en) * | 2017-10-16 | 2019-08-30 | 泰安市骏鸣新材料有限公司 | A kind of reinforcing roof beam structure for construction |
| CN109914256A (en) * | 2017-12-11 | 2019-06-21 | 充烜金 | A kind of construction roof beam structure device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: SHENZHEN GOLDEN CENTURY ENGINEERING INDUSTRIAL CO. Free format text: FORMER OWNER: WU YANFEI Effective date: 20121218 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 322000 JINHUA, ZHEJIANG PROVINCE TO: 518000 SHENZHEN, GUANGDONG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20121218 Address after: Luohu District Baoan road Shenzhen city Guangdong province 518000 No. 3083 Caiwuwei development building 2101 Patentee after: Shenzhen Golden Century Engineering Industry Co., Ltd. Address before: 322000, Jinhua, Zhejiang province Yiwu City thick street street, No. 8 embroidered Lake Patentee before: Wu Yanfei |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120725 Termination date: 20121111 |