CN203878836U - Spliced space truss interlayer floor - Google Patents
Spliced space truss interlayer floor Download PDFInfo
- Publication number
- CN203878836U CN203878836U CN201420249363.4U CN201420249363U CN203878836U CN 203878836 U CN203878836 U CN 203878836U CN 201420249363 U CN201420249363 U CN 201420249363U CN 203878836 U CN203878836 U CN 203878836U
- Authority
- CN
- China
- Prior art keywords
- floor
- interlayer
- space truss
- frame
- floor body
- 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
- 239000011229 interlayer Substances 0.000 title claims abstract description 28
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 19
- 239000010959 steel Substances 0.000 claims abstract description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 13
- 230000005611 electricity Effects 0.000 claims abstract description 8
- 238000003466 welding Methods 0.000 claims abstract description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 238000012423 maintenance Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 abstract description 2
- 238000009415 formwork Methods 0.000 abstract 2
- 241000272165 Charadriidae Species 0.000 description 5
- 239000010410 layer Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 239000003643 water by type Substances 0.000 description 2
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
Landscapes
- Floor Finish (AREA)
Abstract
The utility model relates to the field of building engineering design, in particular to a spliced space truss interlayer floor. The spliced space truss interlayer floor comprises a frame formed by welding G-type steel or channel steel or square steel, a plurality of plane trusses are arranged on the frame in parallel, an upper floor body is laid on the plane trusses, bottom formworks are arranged in the frame, a bottom floor body is formed by the bottom formworks in a pouring mode, water feeding devices, water drainage devices and strong and weak electricity are arranged in an interlayer between the upper floor body and the bottom floor body. A space net frame structure is formed by splicing the frame and the plane trusses, the bottom floor body is formed in the frame in the pouring mode, the upper floor body is laid on the plane trusses, the interlayer between the two floor bodies is adopted as the space for arranging the water feeding devices, the water drainage devices and the strong and weak electricity, the person walking sounds on the upper floor body cannot be directly transferred to the downstairs, the use height occupied by a structural beam can be saved, the cost of a wall at the height of the structural beam is saved, the construction cost is lowered, and water and electricity maintenance is facilitated through the middle interlayer.
Description
Technical field
The utility model relates to Building Engineering Design field, is specifically related to a kind of splicing space truss interlayer floor.
Background technology
Along with social progressive people also increase gradually to the requirement of house, require house hommization more, the sound insulation problem of common traditional floor is perplexing the resident of upper and lower floor always, be exactly drainage problem in addition, the resident family lavatory of last layer has been blocked up and can have been injured a lot of resident families below, and family personnel have increased that to want to increase a washroom be almost impossible.This problem generally adopts built on stilts floor in the world, is on structure flooring, to increase a Stilt layer again, can effectively intercept sound like this, and upper and lower water is arranged in Stilt layer, can not affect the resident family of lower one deck while keeping in repair like this, is also co-layer draining.But this built on stilts floor cost is high, and longspan structure beam also can take a lot of spaces.
Utility model content
For the deficiency existing in prior art, the utility model provides the splicing space truss interlayer that a kind of defening effect is good, easy to maintenance, cost is low floor.
To achieve these goals, the utility model is to realize by the following technical solutions:
A kind of splicing space truss interlayer floor, it comprises the framework consisting of G shaped steel, channel-section steel or square steel welding, some plane frames be arranged in parallel on framework, on described plane frame, lay top floor, bed die is set in framework, between bed die and bed die, cast forms bottom floor, in the interlayer between bottom floor and top floor, upper and lower water and strong and weak electricity is set.
Above-mentioned a kind of splicing space truss interlayer floor, the plane frame described in it comprises upper and lower profound bar, the some unit of welding splicing reinforcing bar between upper and lower profound bar.
Above-mentioned a kind of splicing space truss interlayer floor, the unit reinforcing bar described in it is set to triangle, trapezoidal, polygon, N shape or parallel shape.
Above-mentioned a kind of splicing space truss interlayer floor, the upper and lower profound bar described in it is G shaped steel, channel-section steel or square steel.
Above-mentioned a kind of splicing space truss interlayer floor, adopts high-strength bolt to fix between the framework described in it and plane frame.
Beneficial effect:
The utility model adopts framework and plane frame to be spliced into space grid structure, framework waters and builds up bottom floor, on plane frame, lay top floor, the arrangement space of the upper and lower water of conduct and strong and weak electricity in interlayer between two floors, the personnel of the upper floor sound of walking about can directly not pass to downstairs, and can save out the occupied use height of structural beams, saves the body of wall cost of structural beams height, reduced construction cost, intermediate interlayer is convenient to water power maintenance.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, describe the utility model in detail;
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the partial enlarged drawing of Fig. 1.
The specific embodiment
For technological means, creation characteristic that the utility model is realized, reach object and effect is easy to understand, below in conjunction with the specific embodiment, further set forth the utility model.
See figures.1.and.2, the utility model comprises the framework 1 consisting of the welding of G shaped steel, and some plane frames 2 that be arranged in parallel on framework 1, adopt high-strength bolt to fix between framework 1 and plane frame 2, on described plane frame 2, lay top floor.Bed die 3 is set in framework, and between bed die 3 and bed die 3, cast forms bottom floor, in the interlayer between bottom floor and top floor, upper and lower water and strong and weak electricity is set.
Described plane frame 2 comprises the upper and lower profound bar 4 that G shaped steel, channel-section steel or square steel are made, the unit reinforcing bar 5 of the some N shapes of welding splicing between upper and lower profound bar 4.
As further improvement, unit reinforcing bar 5 also can be set to triangle, trapezoidal, polygon or parallel shape.
Concrete operations scheme is as follows:
At plant produced out-of-plane truss, then on-the-spot with the fixing splicing of high-strength bolt.At plant produced plane frame, comprise upper and lower profound bar and unit reinforcing bar, first plane frame and framework splicing are become to space net rack, then in base of frame, hang bed die, gap concreting between bed die waters the bottom of plane frame and bed die to build up a whole floor afterwards, then at laying top, floor top floor, so just can form an interlayer floor.
The utility model adopts plane frame and G structural steel frame to be spliced into space net rack, utilize space net rack as floor supporting member, bottom hung bed die at space net rack, build one deck floor, utilize profound bar on space net rack to lay top floor, intermediate interlayer is as the arrangement space of upper and lower water and strong and weak electricity.This scheme can be saved out the occupied use height of structural beams, saves the body of wall cost of structural beams height, has also saved the support cost of built on stilts floor simultaneously.Interlayer is wherein as the mechanical floor on upper and lower power and water road, and the personnel of the upper floor sound of walking about can directly not pass to downstairs.
More than show and described basic principle of the present utility model and principal character and advantage of the present utility model.The technician of the industry should understand; the utility model is not restricted to the described embodiments; that in above-described embodiment and manual, describes just illustrates principle of the present utility model; do not departing under the prerequisite of the utility model spirit and scope; the utility model also has various changes and modifications, and these changes and improvements all fall within the scope of claimed the utility model.The claimed scope of the utility model is defined by appending claims and equivalent thereof.
Claims (6)
1. one kind splices space truss interlayer floor, it is characterized in that, comprise the framework being formed by G shaped steel, channel-section steel or square steel welding, some plane frames be arranged in parallel on framework, on described plane frame, lay top floor, in described framework, bed die is set, between described bed die and bed die, cast forms bottom floor, in the interlayer between described bottom floor and top floor, upper and lower water and strong and weak electricity is set.
2. a kind of splicing space truss interlayer floor according to claim 1, is characterized in that, described plane frame comprises upper and lower profound bar, the some unit of welding splicing reinforcing bar between described upper and lower profound bar.
3. a kind of splicing space truss interlayer floor according to claim 2, is characterized in that, described unit reinforcing bar is set to triangle, trapezoidal.
4. a kind of splicing space truss interlayer floor according to claim 2, is characterized in that, described upper and lower profound bar is G shaped steel.
5. a kind of splicing space truss interlayer floor according to claim 2, is characterized in that, described upper and lower profound bar is channel-section steel or square steel.
6. a kind of splicing space truss interlayer floor according to claim 1, is characterized in that, between described framework and plane frame, adopts high-strength bolt to fix.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420249363.4U CN203878836U (en) | 2014-05-15 | 2014-05-15 | Spliced space truss interlayer floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420249363.4U CN203878836U (en) | 2014-05-15 | 2014-05-15 | Spliced space truss interlayer floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203878836U true CN203878836U (en) | 2014-10-15 |
Family
ID=51679353
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420249363.4U Expired - Fee Related CN203878836U (en) | 2014-05-15 | 2014-05-15 | Spliced space truss interlayer floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203878836U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104018607A (en) * | 2014-05-15 | 2014-09-03 | 昆山生态屋建筑技术有限公司 | Spliced space truss interlayer floor |
-
2014
- 2014-05-15 CN CN201420249363.4U patent/CN203878836U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104018607A (en) * | 2014-05-15 | 2014-09-03 | 昆山生态屋建筑技术有限公司 | Spliced space truss interlayer floor |
| CN104018607B (en) * | 2014-05-15 | 2017-04-12 | 昆山生态屋建筑技术有限公司 | Spliced space truss interlayer floor |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| AU2015100669A4 (en) | Hollow Wall | |
| CN103015565A (en) | Prefabricated and assembled type integrated reinforced concrete load bearing wall and building construction method | |
| CN102561509A (en) | Latticed single-row reinforced special-shaped sectional concrete column-wallboard shock absorption house and making method | |
| CN203334664U (en) | Ultra-long cantilever truss structure high formwork supporting system | |
| CN104213717A (en) | Integrated reconstruction method for multi-storey residential | |
| CN202787570U (en) | Prefabricated integral reinforced concrete load bearing wall | |
| CN103498569A (en) | Steel frame concrete structure for floor-adding transformation inside old factory building and construction method thereof | |
| CN201962844U (en) | Hollow composition board internally provided with steel pipes and steel plates | |
| CN203924432U (en) | Prestressing force groove-shaped laminated board structural system | |
| CN203878836U (en) | Spliced space truss interlayer floor | |
| CN203603522U (en) | Steel frame concrete structure used for transforming inner portion of old factory building in floor adding mode | |
| CN104018607B (en) | Spliced space truss interlayer floor | |
| CN205134664U (en) | A upper and lower double -deck concrete slab structure for girder steel | |
| CN105625559A (en) | High-rise and super high-rise concrete orthogonal-spatial space lattice box type cylinder-in-cylinder structure and manufacturing method | |
| CN102518259B (en) | Lattice single-row reinforced-bar L-shaped section concrete column and method thereof | |
| CN203654454U (en) | Upper-lower-layer prefabricated balcony slabs, and support connecting structures therebetween and beams | |
| CN203769130U (en) | Novel substation wall structure with parts prefabricated | |
| CN103541478A (en) | Latticed composite beam and slab and construction method of beam and plate | |
| CN205172031U (en) | Can space -saving building sandwich structure | |
| CN203049776U (en) | Composite pouring light-weight concrete structure | |
| CN104727444A (en) | Construction method for frame structure broad-flat-beam | |
| CN102518258A (en) | Lattice type single-row reinforcement T-shaped cross section concrete column and construction method thereof | |
| CN103206097B (en) | A kind of large complicated underground life support pipeline system | |
| CN209114609U (en) | A kind of full Baogang's frame-core tube-Special-Shaped Column architectural structure system of assembled | |
| CN206784935U (en) | A kind of indoor courtyard mould plate supporting device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141015 Termination date: 20180515 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |