CN204940643U - A kind of steel bar truss floor support plate mounting structure - Google Patents
A kind of steel bar truss floor support plate mounting structure Download PDFInfo
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- CN204940643U CN204940643U CN201520697573.4U CN201520697573U CN204940643U CN 204940643 U CN204940643 U CN 204940643U CN 201520697573 U CN201520697573 U CN 201520697573U CN 204940643 U CN204940643 U CN 204940643U
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- bed die
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Abstract
The utility model discloses a kind of steel bar truss floor support plate mounting structure, comprise shear wall, be provided with some reserving in shear wall and draw anchor reinforcing bar, reserving draws anchor reinforcing bar right-hand member all to extend to outside described shear wall, the reserved anchor reinforcing bar that draws outside shear wall is all connected with the non-penetrating muscle in board support top, the non-penetrating muscle in board support top is connected with upper reinforcement, steel bar girder board bed die is equipped with below the non-penetrating muscle in board support top and upper reinforcement, the connected mode of double-lock welt is adopted to connect between adjacent steel bar girder board bed die, vertical stiffener and some channel-section steels is respectively equipped with below the steel bar girder board bed die at non-penetrating muscle place, board support top and below the steel bar girder board bed die at upper reinforcement place, vertical stiffener is provided with the channel-section steel matched with channel-section steel and fixes angle steel, the support angle steel that the steel bar girder board bed die that shear wall is provided with muscle place non-penetrating with board support top matches, steel bar girder board bed die is equipped with some steel bar girders.
Description
Technical field
The utility model relates to the realm of building construction, specifically, relates to a kind of steel bar truss floor support plate mounting structure.
Background technology
Steel bar truss floor support plate is by upper and lower layer longitudinal reinforcement (i.e. upper and lower chord member), the minor diameter reinforcing bar (i.e. abdomen muscle) be shaped with bending welds, composition has certain rigidity and can the jack truss of bearing load, again this jack truss is welded with profiled sheet, then made by cast-in-situ concrete.Steel bar truss floor support plate has the advantage that integral rigidity is large, anti-seismic performance is good, and because of its short construction period, construction quality easy to control, be at home and abroad widely applied in a lot of engineering in recent years.But its institute's engineering that uses is mainly based on factory building and profile rule is neat, the steel work that form of structure is single, and less for the steel reinforced concrete structure utilization of form of structure complexity, and plate and the type of attachment of plate are that single-lock welt is connected, and are easy to cause spillage.
So, concrete spillage can be avoided when developing a kind of use, concrete apparent mass can be improved simultaneously, later stage finishing base treatment work can be reduced and reduce the floor support plate mounting structure of waste of material, integrally-built good stability, just become the problem that insider needs solution badly.
Utility model content
For the problem in correlation technique, the utility model proposes a kind of steel bar truss floor support plate mounting structure, during use, concrete spillage can be avoided, concrete apparent mass can be improved simultaneously, later stage finishing base treatment work can be reduced and reduce waste of material, and integrally-built good stability.
For realizing above-mentioned technical purpose, the technical solution of the utility model is achieved in that
A kind of steel bar truss floor support plate mounting structure, comprise shear wall, be provided with some reserving in described shear wall and draw anchor reinforcing bar, and, described reserving draws anchor reinforcing bar right-hand member all to extend to outside described shear wall, described reserving outside described shear wall draws anchor reinforcing bar to be all connected with the non-penetrating muscle in board support top, the non-penetrating muscle in described board support top is connected with upper reinforcement, steel bar girder board bed die is equipped with below the non-penetrating muscle in described board support top and described upper reinforcement, and, the connected mode of double-lock welt is adopted to connect between adjacent described steel bar girder board bed die, vertical stiffener and some channel-section steels is respectively equipped with below the described steel bar girder board bed die at non-penetrating muscle place, described board support top and below the described steel bar girder board bed die at described upper reinforcement place, and, all be connected by channel steel support angle steel between described channel-section steel with described vertical stiffener bottom, described vertical stiffener is provided with the channel-section steel matched with described channel-section steel and fixes angle steel, the cheek board be connected with described upper reinforcement is provided with above the described channel-section steel other end, described shear wall is provided with the support angle steel matched with the described steel bar girder board bed die at non-penetrating muscle place, described board support top, described steel bar girder board bed die is equipped with some steel bar girders.
Further, described channel-section steel is fixed angle steel and is welded mutually with the top flange plate of described channel-section steel, and it is equal with the top flange plate upper surface of described channel-section steel that angle steel upper surface fixed by described channel-section steel.
Further, the described reserved anchor reinforcing bar left end that draws is greater than the distance of shear wall right side described in described Shear Walls center line distance apart from the distance of described shear wall right side.
Further, stiff ash or blowing agent is filled with in the gap between described support angle steel and described shear wall.
Further, the described channel-section steel other end be parallel to each other is provided with elongated angle steel.
The beneficial effects of the utility model: by the connected mode by adopting double-lock welt between steel bar girder board bed die, effectively avoid concrete spillage problem, also improve concrete apparent mass simultaneously, reduce later stage finishing base treatment work and decrease the waste of material, by arranging some angle steel, effectively raise integrally-built stability and add stressed, and then making this steel bar truss floor support plate mounting structure have more wide development space.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the partial structurtes schematic diagram one of the steel bar truss floor support plate mounting structure according to the utility model embodiment;
Fig. 2 is the partial structurtes schematic diagram two of the steel bar truss floor support plate mounting structure according to the utility model embodiment;
Fig. 3 is the syndeton schematic diagram of the steel bar girder board bed die according to the utility model embodiment.
In figure:
1, shear wall; 2, reservedly anchor reinforcing bar is drawn; 3, the non-penetrating muscle in board support top; 4, angle steel is supported; 5, steel bar girder; 6, vertical stiffener; 7, angle steel fixed by channel-section steel; 8, channel-section steel; 9, channel steel support angle steel; 10, steel bar girder board bed die; 11, upper reinforcement; 12, elongated angle steel; 13, cheek board.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, other embodiments all that those of ordinary skill in the art obtain, all belong to the scope of the utility model protection.
As Figure 1-3, a kind of steel bar truss floor support plate mounting structure according to embodiment of the present utility model, comprise shear wall 1, be provided with some reserving in described shear wall 1 and draw anchor reinforcing bar 2, and, described reserving draws anchor reinforcing bar 2 right-hand member all to extend to outside described shear wall 1, described reserving outside described shear wall 1 draws anchor reinforcing bar 2 to be all connected with the non-penetrating muscle 3 in board support top, the non-penetrating muscle 3 in described board support top is connected with upper reinforcement 11, steel bar girder board bed die 10 is equipped with below the non-penetrating muscle in described board support top 3 and described upper reinforcement 11, and, the connected mode of double-lock welt is adopted to connect between adjacent described steel bar girder board bed die 10, vertical stiffener 6 and some channel-section steels 8 is respectively equipped with below the described steel bar girder board bed die 10 at non-penetrating muscle 3 place, described board support top and below the described steel bar girder board bed die 10 at described upper reinforcement 11 place, and, all be connected by channel steel support angle steel 9 between described channel-section steel 8 with described vertical stiffener 6 bottom, described vertical stiffener 6 is provided with the channel-section steel matched with described channel-section steel 8 and fixes angle steel 7, the cheek board 13 be connected with described upper reinforcement 11 is provided with above described channel-section steel 8 other end, described shear wall 1 is provided with the support angle steel 4 matched with the described steel bar girder board bed die 10 at non-penetrating muscle 3 place, described board support top, described steel bar girder board bed die 10 is equipped with some steel bar girders 5.
In one embodiment, described channel-section steel is fixed angle steel 7 and is welded mutually with the top flange plate of described channel-section steel 8, and it is equal with the top flange plate upper surface of described channel-section steel 8 that angle steel 7 upper surface fixed by described channel-section steel.
In one embodiment, described reserved anchor reinforcing bar 2 left end that draws is greater than the distance of shear wall 1 right side described in described shear wall 1 wall center line distance apart from the distance of described shear wall 1 right side.
In one embodiment, stiff ash or blowing agent is filled with in the gap between described support angle steel 4 and described shear wall 1.
In one embodiment, described channel-section steel 8 other end be parallel to each other is provided with elongated angle steel 12.
Conveniently understand technique scheme of the present utility model, below by way of in concrete mode of occupation, technique scheme of the present utility model is described in detail.
When specifically using, described channel-section steel is fixed angle steel 7 to weld mutually with the top flange plate of described channel-section steel 8, and, it is equal with the top flange plate upper surface of described channel-section steel 8 that angle steel 7 upper surface fixed by described channel-section steel, the elongated welding of butt weld, described channel-section steel is fixed angle steel 7 and is connected with the soffit spot welding of the top flange plate of described channel-section steel 8, is filled with stiff ash or blowing agent carries out shutoff, spillage when preventing from building floorslab concrete in the gap between described support angle steel 4 and described shear wall 1; The connected mode of double-lock welt is adopted to connect by between adjacent described steel bar girder board bed die 10, effectively decrease concrete spillage problem, also improve concrete apparent mass simultaneously, reduce later stage finishing base treatment work and decrease the waste of material.
In sum, by means of technique scheme of the present utility model, by the connected mode by adopting double-lock welt between steel bar girder board bed die 10, effectively avoid concrete spillage problem, also improve concrete apparent mass simultaneously, reduce later stage finishing base treatment work and decrease the waste of material, by arranging some angle steel, effectively raise integrally-built stability and add stressed, and then making this steel bar truss floor support plate mounting structure have more wide development space.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (5)
1. a steel bar truss floor support plate mounting structure, comprise shear wall (1), it is characterized in that, be provided with some reserving in described shear wall (1) and draw anchor reinforcing bar (2), and, described reserving draws anchor reinforcing bar (2) right-hand member all to extend to described shear wall (1) outward, described shear wall (1) described reserving outward draws anchor reinforcing bar (2) to be all connected with the non-penetrating muscle in board support top (3), the non-penetrating muscle in described board support top (3) is connected with upper reinforcement (11), the non-penetrating muscle in described board support top (3) and described upper reinforcement (11) below are equipped with steel bar girder board bed die (10), and, the connected mode of double-lock welt is adopted to connect between adjacent described steel bar girder board bed die (10), described steel bar girder board bed die (10) below at non-penetrating muscle (3) place, described board support top and described steel bar girder board bed die (10) below at described upper reinforcement (11) place are respectively equipped with vertical stiffener (6) and some channel-section steels (8), and, all be connected by channel steel support angle steel (9) between described channel-section steel (8) with described vertical stiffener (6) bottom, described vertical stiffener (6) is provided with the channel-section steel matched with described channel-section steel (8) and fixes angle steel (7), the cheek board (13) be connected with described upper reinforcement (11) is provided with above described channel-section steel (8) other end, described shear wall (1) is provided with the support angle steel (4) matched with the described steel bar girder board bed die (10) at non-penetrating muscle (3) place, described board support top, described steel bar girder board bed die (10) is equipped with some steel bar girders (5).
2. steel bar truss floor support plate mounting structure according to claim 1, it is characterized in that, described channel-section steel is fixed angle steel (7) and is welded mutually with the top flange plate of described channel-section steel (8), and it is equal with the top flange plate upper surface of described channel-section steel (8) that angle steel (7) upper surface fixed by described channel-section steel.
3. steel bar truss floor support plate mounting structure according to claim 1, it is characterized in that, described reserved anchor reinforcing bar (2) left end that draws is greater than the distance of shear wall (1) right side described in described shear wall (1) wall center line distance apart from the distance of described shear wall (1) right side.
4. steel bar truss floor support plate mounting structure according to claim 1, is characterized in that, is filled with stiff ash or blowing agent in the gap between described support angle steel (4) and described shear wall (1).
5. steel bar truss floor support plate mounting structure according to claim 1, is characterized in that, described channel-section steel (8) other end be parallel to each other is provided with elongated angle steel (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520697573.4U CN204940643U (en) | 2015-09-09 | 2015-09-09 | A kind of steel bar truss floor support plate mounting structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520697573.4U CN204940643U (en) | 2015-09-09 | 2015-09-09 | A kind of steel bar truss floor support plate mounting structure |
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| CN204940643U true CN204940643U (en) | 2016-01-06 |
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| CN201520697573.4U Expired - Fee Related CN204940643U (en) | 2015-09-09 | 2015-09-09 | A kind of steel bar truss floor support plate mounting structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109518861A (en) * | 2018-12-06 | 2019-03-26 | 唐山市力铭金属制品有限公司 | A kind of steel bar truss floor support plate being applied in combination with cast-in-situ wall |
-
2015
- 2015-09-09 CN CN201520697573.4U patent/CN204940643U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109518861A (en) * | 2018-12-06 | 2019-03-26 | 唐山市力铭金属制品有限公司 | A kind of steel bar truss floor support plate being applied in combination with cast-in-situ wall |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160106 Termination date: 20210909 |