CN2844264Y - Assembled roof members - Google Patents
Assembled roof members Download PDFInfo
- Publication number
- CN2844264Y CN2844264Y CN 200520024190 CN200520024190U CN2844264Y CN 2844264 Y CN2844264 Y CN 2844264Y CN 200520024190 CN200520024190 CN 200520024190 CN 200520024190 U CN200520024190 U CN 200520024190U CN 2844264 Y CN2844264 Y CN 2844264Y
- Authority
- CN
- China
- Prior art keywords
- roof
- precast
- precast plate
- pull bar
- utility
- 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 - Fee Related
Links
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
The utility model relates to an assembled building component, particularly an assembled roof member. The utility model solves the problems of the existing house, such as heavy total weight of a roof structure, inhomogeneous wall stress, complicated and difficult construction, a large quantity of steel products, high house building cost, etc. The assembled roof member comprises two prefabricated plates of which the tops are connected to form a Y-shaped structure, and a draw rod is fixed between the bottoms of the two prefabricated plates. The utility model has the advantage of reasonable design and leaves out the existing roof truss with a steel structure, so the total weight of a roof is lightened, and the weight of the whole roof homogeneously falls on a wall body without a load bearing beam, which results in high safety. The utility model is hoisted after being directly assembled into members, which lightens the intensity of construction and improves the speed of construction, and large-width building requirements can be realized through lengthening the prefabricated plates; the roof has the advantage of convenient decoration.
Description
Technical field
The utility model relates to a kind of building building block, specifically is that member is formed on a kind of roof.
Background technology
Usually when building house (as private residence, factory building, workshop), for the construction on roof generally be a plurality of roof trusses liftings that will weld in advance earlier and frame on body of wall, again precast plate or other material shelf between adjacent roof truss, make it to become the structure of roof type.Can also be as required lay watt materials such as asbestos shingle at skin.After the roof adopts this structure, there is enough intensity must increase the consumption of steel, thereby makes the weight increasing on whole roof and increase the cost that builds a house in order to make roof truss; The weight on whole roof is all born by a limited number of roof trusses, particularly stressed concentrate in the two ends of roof truss and body of wall contact site and body of wall is damaged.And the work progress complexity, needing that various building materials are winched to the roof one by one and assemble, the span that has also limited whole roof simultaneously can not be too big.
Summary of the invention
The utility model is heavier in order to solve existing house roof structure gross weight, makes the body of wall discontinuity, and problems such as construction complexity, difficulty and rolled steel dosage are big, the cost height that builds a house provide a kind of novel roof to form member.
The utility model is realized by following technical scheme: member is formed on a kind of roof, includes two precast plates, and two precast plate tops connect and are " people " font structure, are fixed with pull bar between the bottom of two precast plates.
Two precast plate tops connect by U-bolt, and the bottom of two precast plates has slotted eye, and pull bar is stuck in the slotted eye, and the cushion block that the two ends socket is made by angle steel is also fastening with nut.
Two precast plate tops are respectively equipped with embedded iron and weld together.Be welded with vertical struts between the center of pull bar and the junction, precast plate top, the center of pull bar is provided with oblique fulcrum bar respectively and between the precast plate middle part.
The bottom of two precast plates is respectively equipped with embedded iron, and pull bar is welded between the embedded iron.
During construction, directly lifting and frame and are determined the quantity of needed roof composition member according to the developed width in room on body of wall above-mentioned roof to be formed the good back of member assembling or welding on ground.Can take following technical scheme when the bigger component parts that needs large span of distance between the body of wall: the bottom of two precast plates is welded with the prolongation precast plate by embedded iron provided thereon respectively, be fixed with long draw between the end of two prolongation precast plates, be welded with bearing diagonal spare respectively between the centre of long draw and precast plate and the prolongation precast plate pad.
The utility model is compared with existing product, and is reasonable in design, abandoned existing steel roof truss, and the roof overall weight is alleviated; Do not have the beam of load-bearing and the weight on whole roof is evenly dropped on the body of wall, safer; Directly lifting can alleviate the intensity of construction behind the component parts, improves construction speed; Can realize the building needs of big width by the lengthening precast plate; The roof finishing is convenient.
Description of drawings
Fig. 1 is a kind of structural representation of the present utility model
Fig. 2 is an another kind of structural representation of the present utility model
Fig. 3 is a longspan structure schematic diagram of the present utility model
The specific embodiment:
Embodiment 1: member is formed on a kind of roof, include 1, two precast plate top of two precast plates and connect by U-bolt 12, the bottom of two precast plates has slotted eye 13, pull bar 2 is stuck in the slotted eye, and two ends are socketed with the cushion block of being made by angle steel 3 and use nut 4 fastening.After ground assembles, make as a whole direct lifting and frame on body of wall, and can form the quantity of member according to the definite roof that will lift of the needs of physical length.
Embodiment 2: member is formed on a kind of roof, includes 1, two precast plate top of two precast plates and connects by U-bolt 12, and the bottom of two precast plates is respectively equipped with embedded iron 5, is welded with pull bar 2 between the embedded iron.The center of pull bar 2 is provided with oblique fulcrum bar 8 respectively and between the precast plate middle part.
Embodiment 3: member is formed on a kind of roof, include 1, two precast plate top of two precast plates and be respectively equipped with embedded iron 6 and weld together, the bottom of two precast plates has slotted eye 13, pull bar 2 is stuck in the slotted eye, and two ends are socketed with the cushion block of being made by angle steel 3 and use nut 4 fastening.
Embodiment 4: member is formed on a kind of roof, include two precast plates 1, two precast plate tops are respectively equipped with embedded iron 6 and weld together, the bottom of two precast plates is respectively equipped with embedded iron 5, be welded with pull bar 2 between the embedded iron 5, be welded with vertical struts 7 between the center of pull bar and the junction, precast plate top, the center of pull bar 2 is provided with oblique fulcrum bar 8 respectively and between the precast plate middle part.This kind structure is suitable for the bigger top, house of span and builds.
Embodiment 5: member is formed on a kind of roof, include two precast plates 1, two precast plate tops are respectively equipped with embedded iron 6 and weld together, the bottom of two precast plates is respectively equipped with embedded iron 5, be welded with pull bar 2 between the embedded iron, the bottom of two precast plates is welded with by the embedded iron that is provided with respectively and prolongs precast plate 9, be fixed with long draw 10 (can adopt aforesaid two kinds of fixed structures) between the end of two prolongation precast plates, be welded with bearing diagonal spare 11 respectively between the centre of long draw and precast plate and the prolongation precast plate pad.This kind structure is suitable for the roof construction of long span building and uses.
Claims (8)
1, member is formed on a kind of roof, it is characterized in that it includes two precast plates (1), and two precast plate tops connect and are " people " font structure, are fixed with pull bar (2) between the bottom of two precast plates.
2, member is formed on roof according to claim 1, it is characterized in that two precast plate tops connect by U-bolt (12).
3, member is formed on roof according to claim 1, it is characterized in that two precast plate tops are respectively equipped with embedded iron (6) and weld together.
4, form member according to claim 1 or 2 or 3 described roofs, the bottom of two precast plates has slotted eye (13), and pull bar (2) is stuck in the slotted eye, and two ends are socketed with the cushion block of being made by angle steel (3) and use nut (4) fastening.
5, form member according to claim 1 or 2 or 3 described roofs, it is characterized in that the bottom of two precast plates is respectively equipped with embedded iron (5), pull bar (2) is welded between two embedded irons (5).
6, member is formed on roof according to claim 3, is welded with vertical struts (7) between the center that it is characterized in that pull bar and the junction, precast plate top, and the center of pull bar is provided with oblique fulcrum bar (8) respectively and between in the middle part of the precast plate.
7, member is formed on roof according to claim 2, it is characterized in that the center of pull bar (2) is provided with oblique fulcrum bar (8) respectively and between the precast plate middle part.
8, member is formed on roof according to claim 5, the bottom that it is characterized in that two precast plates is welded with prolongation precast plate (9) by the embedded iron that is provided with respectively, be fixed with long draw (10) between the end of two prolongation precast plates, be welded with bearing diagonal spare (11) respectively between the centre of long draw and precast plate and the prolongation precast plate pad.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520024190 CN2844264Y (en) | 2005-05-31 | 2005-05-31 | Assembled roof members |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520024190 CN2844264Y (en) | 2005-05-31 | 2005-05-31 | Assembled roof members |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2844264Y true CN2844264Y (en) | 2006-12-06 |
Family
ID=37486216
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200520024190 Expired - Fee Related CN2844264Y (en) | 2005-05-31 | 2005-05-31 | Assembled roof members |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2844264Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103334528A (en) * | 2013-06-26 | 2013-10-02 | 杨凤杰 | Multifunctional combined roof with novel structure |
| CN107663917A (en) * | 2017-11-06 | 2018-02-06 | 上海宝岳住宅工业有限公司 | A kind of prefabricated composite wallboard pitched roof system and its installation method |
-
2005
- 2005-05-31 CN CN 200520024190 patent/CN2844264Y/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103334528A (en) * | 2013-06-26 | 2013-10-02 | 杨凤杰 | Multifunctional combined roof with novel structure |
| CN103334528B (en) * | 2013-06-26 | 2015-07-29 | 杨凤杰 | Multifunction structure combination roof |
| CN107663917A (en) * | 2017-11-06 | 2018-02-06 | 上海宝岳住宅工业有限公司 | A kind of prefabricated composite wallboard pitched roof system and its installation method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201873937U (en) | Combined bridge with self resistance to crack | |
| CN201053101Y (en) | Bottom supporting steel truss | |
| CN2844264Y (en) | Assembled roof members | |
| CN2921193Y (en) | Communication tower based on TD-SCDMA | |
| CN202970022U (en) | Movable reinforcing steel bar processing shed | |
| CN201567164U (en) | Large-span self-propelled tower crane | |
| CN211114737U (en) | A construction operation platform in elevator well for tower crane promotes | |
| CN202509667U (en) | Combined steel bar truss floor bearing plate | |
| CN201605111U (en) | Combined type gantry crane | |
| CN214330046U (en) | Multi-form assembled protective facility supporting structure | |
| CN206859410U (en) | A kind of cable arch structure | |
| CN2661809Y (en) | nternal force adjustable prestressed steel-concrete combination beam | |
| CN101920913A (en) | Self-propelled wide-span tower crane | |
| CN202990196U (en) | Partially prestressed prefabricated thin plate | |
| CN207293918U (en) | A kind of truss hoisting | |
| CN209685126U (en) | A kind of steel vestibule integrally promotes lifting lug device | |
| CN201932850U (en) | Integral balance arm of tower crane | |
| CN102518035A (en) | Prefabricated steel highway bridge | |
| CN205734792U (en) | A kind of rotary wheel of water turbine maintenance framed bent | |
| CN2752352Y (en) | Slotted cold bending steel chord member, round tube web member steel truss | |
| CN206512582U (en) | High-strength wave steel web box girder bridge plate | |
| CN2752353Y (en) | Cold bending steel-concrete composite top chord steel truss | |
| CN202247660U (en) | Steel truss piece unit and steel truss structure | |
| CN201952103U (en) | Steel-bar lifting frame | |
| CN201635258U (en) | Variable cross-section box-shaped rod |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20061206 |