CN208396103U - A kind of beam and floor assembled composite structure - Google Patents
A kind of beam and floor assembled composite structure Download PDFInfo
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- CN208396103U CN208396103U CN201820985169.0U CN201820985169U CN208396103U CN 208396103 U CN208396103 U CN 208396103U CN 201820985169 U CN201820985169 U CN 201820985169U CN 208396103 U CN208396103 U CN 208396103U
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Abstract
The utility model discloses a kind of beams and floor assembled composite structure, including structural beams and floor component, it is characterized by: the floor component is successively docked and is composed by one piece of first floor panels, several second floor panels and one piece of third floor panels, and first floor panels, several second floor panels and one piece of third floor panels are successively docked on the side of combination using male and female formula fit structure and are connected by screw bolts, the marginal position plug-in type of floor component towards structural beams is mounted in structural beams and is bolted and fixed.The utility model provides a kind of beam and floor assembled composite structure, using the formula that is mutually inserted structure and be fixed with bolts, it is great to improve its bonding strength.
Description
Technical field
The utility model relates to technical field of buildings more particularly to a kind of beam and floor assembled composite structures.
Background technique
In existing conventional steel bar concrete building, all beams and all live formwork of floor face pour to be formed.Scene
Pouring construction is cumbersome, causes traditional construction user of service's quantity more, applies man-hour requirement Holder Fasteners and consumable quantity is big, causes very big
A part of building cost use is on personnel and support consumptive material.There are also rural areas in our country, build height due to house
Mostly in 1 ~ 3 layer of height, the usage amount of traditional precast floor slab or bigger.During site operation, precast floor slab is directly put
It sets on casting beam and carries out auxiliary bonding using fine concrete and fix, then proceed to carry out subsequent repair on precast floor slab
It builds, since the bonding strength between floor and beam is not high, when an earthquake occurs, and poor seismic behavior, the connection between floor and beam
Easily occur to destroy to cause building collapse, causes the accident that can not be saved.Moreover rural area is poured using tradition, it is also desirable to a large amount of consumptions
Material equally increases artificial and building cost as support very much.Building is mostly that each family is self-built or careless outsourcing, most quality are irregular not
Together, intensity and shockproof requirements should be had by being not achieved, and cost is also high.
Utility model content
The purpose of the utility model is to overcome the defect of the prior art, a kind of beam is provided with floor assembled and combines knot
Structure is fixedly connected using the structure for the formula that is mutually inserted and uses bolt is secondary to be connected and fixed, great to improve its bonding strength,
Construction cost is more reduced, also shortens and applies the period.
The technical solution adopted in the utility model is:
A kind of beam and floor assembled composite structure, the floor component including structural beams and same thickness, it is characterised in that:
The floor component is by one piece of first floor panels, several second floor panels and one piece of third floor panels successively docking group
It closes, and the first floor panels, several second floor panels and one piece of third floor panels successively dock the side of combination
Upper to use male and female formula fit structure and be connected by screw bolts, floor component is inserted towards the edge of structural beams and prefabrication beam position
Enter formula to be mounted in structural beams and prefabricated beam and floor component upper surface and structural beams after being bolted and fixed and combining
Upper surface flushes.
Further, on the side that the first floor panels, the second floor panels and third floor panels are successively docked
Even protrusion and groove equipped with several cooperations, and protrusion insertion groove in after be fixedly connected using dormant bolt.
Further, in cuboid-type or narrow portion outwardly trapezoidal, groove is set the shape of the protrusion with male cooperation
It sets.
Further, first floor panels, the second floor panels and third floor panels lower surface both ends are uniformly set
At least one first plug is set, is uniformly set towards the first floor panels of structural beams and one side lower part of third floor panels lower surface
Be equipped at least one first plug, on the inside of structural beams one circle be equipped with the consistent first step of floor component thickness, first
Offer the first slot of cooperation on the inside of step with the first plug corresponding position of floor component, floor module edge is as the
When on one step, the first plug is fixedly connected after being inserted into the first slot using dormant bolt.
Further, the shape of first plug is directed downwardly trapezoidal in cuboid-type or narrow portion, the first slot and the
One plug is equipped with.
Further, first floor panels, the second floor panels and third floor panels both ends lower part are uniformly arranged
There is first plug an of cuboid-type and the width of the length of first plug and the first floor panels or third floor panels
Unanimously, one first is evenly arranged with towards one side lower part of structural beams length direction in the first floor panels and third floor panels
The length of plug and first plug is consistent with the length of the first floor panels or third floor panels, the first slot size and the
The cooperation of one plug.
Further, on the both ends end face of first floor panels, the second floor panels and third floor panels
Towards structure on even the second plug at least provided with " ┐ " shape, the first floor panels and third floor panels length direction
Beam side is evenly arranged with second plug of at least one " ┐ " shape, in structural beams with the second plug pair on floor component
Corresponding the second slot for offering cooperation is fixed after the second plug is inserted into the second slot using dormant bolt at the position answered.
Further, the second plug of the first floor panels, the second floor panels and the setting of third floor panels both ends
Quantity is one, the width of the second plug and the first floor panels, the equivalent width of the second floor panels or third floor panels,
The first floor panels and the second plug quantity of third floor panels towards the setting of the side of structural beams are one on length direction,
The width of second plug is consistent with the length of the first floor panels or third floor panels, the size of the second slot and the second plug
Cooperation is consistent.
Further, the vertical depth of the second plug is identical as floor component thickness or the vertical depth of the second slot is small
In floor component thickness.
Further, the vertical depth of the second plug is the 1/2 of floor component thickness, towards the floor component
A circle is equipped with second step on the inside of structural beams, and the second slot is located on the outside of second step, and floor module edge is placed in second step
When upper, the second plug is inserted into the second slot and is fixed using dormant bolt.
The beneficial effects of the utility model are:
The utility model be solve between existing beam and floor can not Prefabrication or production bonding strength it is insufficient and must
The problem of palpus cast in situs, a kind of this fabricated construction is devised, by carrying out structure design to beam and floor component, using phase
Mutual plug-type structure is simultaneously fixed with bolts, quick for installation rapid, shortens the site operation period, construction is effectively reduced
Cost, it is great to improve its bonding strength, anti-seismic performance is also improved, is suitable for city and rural area and promotes the use of.Institute
There is production that prefabrication can be used and with building industry 3D printing method, furthermore beam can also also cast in situs.
Detailed description of the invention
Fig. 1 is one assembled beam of the utility model embodiment and floor combining structure schematic diagram.
Fig. 2 is that one assembled beam of the utility model embodiment with floor combines decomposition texture schematic diagram.
Fig. 3 is the structural schematic diagram of the second floor panels in the utility model embodiment two.
Fig. 4 is the structural schematic diagram of the second floor panels in the utility model embodiment three.
Fig. 5 is four assembled beam of the utility model embodiment and floor combining structure schematic diagram.
Fig. 6 is that four assembled beam of the utility model embodiment with floor combines decomposition texture schematic diagram.
Fig. 7 is the structural schematic diagram of the second floor panels in the utility model embodiment five.
Fig. 8 is the structural schematic diagram of structural beams in the utility model embodiment six.
Specific embodiment
In order to be more clearly understood the advantages of making the purpose of this utility model and technical solution, below in conjunction with attached drawing and reality
Example, the present invention will be further described in detail.
Embodiment one
As shown in figure 1 and 2, a kind of beam and floor assembled composite structure, including structural beams 1 and several same thickness
Floor component, the marginal position plug-in type of floor component towards structural beams 1 is mounted in structural beams 1 and the company of being fixed by bolts
It connects, after the completion of fixed, floor assembly surface is flushed with 1 upper surface of structural beams, without the gap for being greater than 1cm.Structural beams can use
Welding for steel structure is constituted or reinforced concrete is mentioned and being cast.Floor component includes one piece of first floor list for being in cuboid
Member 2, three piece of second floor panels 3 and one piece of third floor panels 4, the first floor panels 2, the second floor panels 3 and third story
Plate unit 4, which is successively connected, constitutes an entirety.Under first floor panels 2, the second floor panels 3 and third floor panels 4
Surface both ends are uniformly arranged the first plug 5 there are four cuboid-type, towards 1 first floor panels 2 of structural beams and third story
4 lower surface of plate unit, one side lower part is evenly arranged with five the first plugs 5, the one side of the first plug 5 outwardly and the first floor list
Member 2 or 4 side of third floor panels or end face.Second floor panels, 3 lower surface two is uniformly arranged slotting there are four first
First 5, the one side of the first plug 5 outwardly and 4 end face of the first floor panels 2 or third floor panels.In 1 inside one of structural beams
Circle be equipped with the consistent first step 6 of floor component thickness, it is corresponding with the first plug 5 of floor component in the inside of first step 6
The first slot 7 of cooperation is offered at position, 7 size of the first slot and quantity are corresponding with the size and number of the first plug 5
Unanimously.Mate with threaded holes is equipped in each first plug 5 and the first slot 7 and 5 upper screwed hole top of the first plug extends to
Floor component upper surface.When floor module edge is as on first step 6, the first plug 5 uses countersunk head after being inserted into the first slot 7
Bolt is fixedly connected.On the side that the first floor panels 2, three piece of second floor panels 3 and third floor panels 4 are successively docked
It is uniformly provided with the protrusions 8 and groove 9 of five cooperation cuboid-types, the size and number pair of raised 8 size and number with groove 9
It should be consistent.Raised 8 upper surfaces and the first floor panels 2, the second floor panels 3 or 4 upper surface of third floor panels flush.Each
The threaded hole of cooperation is equipped in protrusion 8 and groove 9, protrusion 8 is fixedly connected after being inserted into groove 9 using dormant bolt.First inserts
Pre-buried riffled tube form can be used in first 5, first slot 7, protrusion 8 and 9 internal thread hole of groove.
Embodiment two
Difference with embodiment one is, the first plug 5 uses inverted ladder shape wide at the top and narrow at the bottom, 7 shape of the first slot with
The cooperation of first plug 5.Protrusion 8 uses trapezoidal shape, and outwardly, 9 shape of groove and protrusion 8 cooperate narrow portion, the knot of the second floor panels
Structure is as shown in Figure 3.It adopts the structure and rapid abutting joint connection may be implemented.
Embodiment three
Difference with embodiment one is, under 4 both ends of the first floor panels 2, the second floor panels 3 and third floor panels
Portion is evenly arranged with first plug 5 an of cuboid-type and the length of first plug 5 and the first floor panels 2 or third story
The equivalent width of plate unit 4.It is equal towards structural beams 1 length direction, one side lower part in the first floor panels 2 and third floor panels 4
It is even to be provided with first plug 5 and the length of the length of first plug 5 and the first floor panels 2 or third floor panels 4
Unanimously.First slot, 7 size and the first plug 5 cooperate.Four cooperations are uniformly provided on the first plug 5 and the first slot 7
The structure of threaded hole, the second floor panels is as shown in Figure 4.It is easy to process, improve the contact area of junction.
Example IV
As depicted in figures 5 and 6, a kind of beam and floor assembled composite structure, including structural beams 1 and several floor groups
The marginal position plug-in type of part, floor component towards structural beams 1 is mounted in structural beams 1 and is bolted and fixed, fixed
After the completion, floor assembly surface is flushed with 1 upper surface of structural beams, without the gap for being greater than 1cm.Floor component includes in cuboid
One piece of first floor panels 2 of shape, three piece of second floor panels 3 and one piece of third floor panels 4, the first floor panels 2, second
Floor panels 3 and third floor panels 4, which are successively connected, constitutes an entirety.In the first floor panels 2, the second floor panels
3 and the both ends end faces of third floor panels 4 be equipped with second plug 10 of " ┐ " shape, the first floor panels 2 and third
The second plug 10 there are two " ┐ " shape is uniformly arranged towards 1 side of structural beams on 4 length direction of floor panels.Second plug
10 upper surface is flushed with floor component upper surface.The position corresponding with the second plug 10 on floor component in structural beams 1
Corresponding the second slot 11 for offering cooperation in place.Mate with threaded holes is equipped in each second plug 10 and the second slot 11, the
After two plugs 10 are inserted into the second slot 11, fixed using dormant bolt.In the first floor panels 2, three piece of second 3 He of floor panels
The protrusion 8 and groove 9 of five cooperation cuboid-types, the ruler of protrusion 8 are uniformly provided on the side that third floor panels 4 are successively docked
It is very little corresponded to quantity with the size and number of groove 9 it is consistent.Raised 8 upper surfaces and the first floor panels 2, the second floor panels 3
Or 4 upper surface of third floor panels flushes.Each raised 8 and groove 9 in be equipped with cooperation threaded hole, protrusion 8 be inserted into groove 9 in
It is fixedly connected afterwards using dormant bolt.Second plug 10, the second slot 11, protrusion 8 and 9 internal thread hole of groove can be used in pre-buried
Screw thread form of tubes.
Embodiment five
Difference with example IV is that the first floor panels 2, the second floor panels 3 and 4 both ends of third floor panels are set
The quantity for the second plug 10 set is one, the width of the second plug 10 and the first floor panels 2, the second floor panels 3 or the
The equivalent width of three floor panels 4, the first floor panels 2 and third floor panels 4 are towards the side of structural beams 1 on length direction
10 quantity of the second plug being arranged is one, the length of the width of the second plug 10 and the first floor panels 2 or third floor panels 4
Degree is consistent.The size of second slot 11 and the second plug 10 cooperate unanimously.The vertical depth of second plug 10 and floor component
Thickness is identical.The threaded hole of three cooperations, the knot of the second floor panels are uniformly provided on the second plug 10 and the second slot 11
Structure is as shown in Fig. 7.
Embodiment six
Difference with embodiment five is that the vertical depth of the secondth plug 10 is the 1/2 of floor component thickness, in court
It is equipped with second step 12 to 1 inside of structural beams, one circle of the floor component, the second slot 11 is located at 12 outside of second step, building
When plate module edge is placed on second step 12, fixes, tie in the second slot of the second plug 10 insertion 11 and using dormant bolt
The structure of structure beam 1 is as shown in Fig. 8.Floor component is made to be suspended on knot compared to the second slot 11 is inserted into using the second plug 10
In structure beam 1, on people's step 12 that floor module edge is placed in the present embodiment, structural beams 1 can resist part floor component weight
Amount, improves whole fastness.
Claims (10)
1. a kind of beam and floor assembled composite structure, the floor component including structural beams (1) and same thickness, feature exist
In: the floor component is by one piece of first floor panels (2), several second floor panels (3) and one piece of third floor panels
(4) successively docking is composed, and the first floor panels (2), several second floor panels (3) and one piece of third floor panels
(4) it successively docks on the side of combination using male and female formula fit structure and being connected by screw bolts, floor component is towards structural beams
Marginal position plug-in type is mounted in structural beams (1) and is bolted and fixed.
2. a kind of beam according to claim 1 and floor assembled composite structure, it is characterised in that: in the first floor panels
(2), the protrusion (8) of several cooperations is uniformly provided on the side that the second floor panels (3) and third floor panels (4) are successively docked
With groove (9), and in raised (8) insertion groove (9) after be fixedly connected using dormant bolt.
3. a kind of beam according to claim 2 and floor assembled composite structure, it is characterised in that: the protrusion (8)
In cuboid-type or narrow portion outwardly trapezoidal, groove (9) is equipped with shape with protrusion (8).
4. a kind of beam according to claim 2 or 3 and floor assembled composite structure, it is characterised in that: described first building
Plate unit (2), the second floor panels (3) and third floor panels (4) lower surface both ends are uniformly arranged at least one first plug
(5), towards (1) first floor panels (2) of structural beams and one side lower part of third floor panels (4) lower surface be evenly arranged with to
Few first plug (5), on the inside of structural beams (1) circle be equipped with the consistent first step of floor component thickness (6), the
The first slot (7) of cooperation, floor group are offered on the inside of one step (6) with the first plug (5) corresponding position of floor component
When part edge is as on first step (6), the first plug (5) insertion the first slot (7) is fixedly connected using dormant bolt afterwards.
5. a kind of beam according to claim 4 and floor assembled composite structure, it is characterised in that: first plug
(5) shape is directed downwardly trapezoidal in cuboid-type or narrow portion, and the first slot (7) is equipped with the first plug (5).
6. a kind of beam according to claim 5 and floor assembled composite structure, it is characterised in that: the first floor list
It is first slotting to be evenly arranged with a cuboid-type for first (2), the second floor panels (3) and third floor panels (4) both ends lower part
The length and the first floor panels (2) of head (5) and first plug (5) or the equivalent width of third floor panels (4), first
Floor panels (2) and third floor panels (4) are evenly arranged with one first towards one side lower part of structural beams (1) length direction and insert
The length of head (5) and first plug (5) is consistent with the length of the first floor panels (2) or third floor panels (4), and first inserts
Slot (7) size and the first plug (5) cooperate.
7. a kind of beam according to claim 2 or 3 and floor assembled composite structure, it is characterised in that: described first
Uniformly at least provided with one " ┐ " on the both ends end face of floor panels (2), the second floor panels (3) and third floor panels (4)
Towards structural beams (1) one on the second plug (10) of shape, the first floor panels (2) and third floor panels (4) length direction
Side is evenly arranged with second plug (10) of at least one " ┐ " shape, inserts on structural beams (1) with second on floor component
Corresponding the second slot (11) for offering cooperation, the second plug (10) are inserted into the second slot (11) at the corresponding position of head (10)
Afterwards, it is fixed using dormant bolt.
8. a kind of beam according to claim 7 and floor assembled composite structure, it is characterised in that: the first floor panels
(2), the second floor panels (3) and the quantity of the second plug (10) of third floor panels (4) both ends setting are one, and second inserts
The width and the first floor panels (2) of head (10), the equivalent width of the second floor panels (3) or third floor panels (4), length
The second plug (10) number that the first floor panels (2) and third floor panels (4) are arranged towards the side of structural beams (1) on direction
Amount is one, and the width of the second plug (10) is consistent with the length of the first floor panels (2) or third floor panels (4), second
The size of slot (11) and the second plug (10) cooperation are consistent.
9. a kind of beam according to claim 8 and floor assembled composite structure, it is characterised in that: second plug
(10) vertical depth is identical as floor component thickness or the vertical depth of the second plug (10) is less than floor component thickness.
10. a kind of beam according to claim 9 and floor assembled composite structure, it is characterised in that: second plug
(10) vertical depth is the 1/2 of floor component thickness, and a circle is equipped with second on the inside of the structural beams (1) towards the floor component
Step (12), the second slot (11) is located on the outside of second step (12), when floor module edge is placed on second step (12), the
It is fixed in two plugs (10) insertion the second slot (11) and using dormant bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820985169.0U CN208396103U (en) | 2018-06-26 | 2018-06-26 | A kind of beam and floor assembled composite structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820985169.0U CN208396103U (en) | 2018-06-26 | 2018-06-26 | A kind of beam and floor assembled composite structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208396103U true CN208396103U (en) | 2019-01-18 |
Family
ID=65133159
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820985169.0U Active CN208396103U (en) | 2018-06-26 | 2018-06-26 | A kind of beam and floor assembled composite structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208396103U (en) |
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2018
- 2018-06-26 CN CN201820985169.0U patent/CN208396103U/en active Active
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Address after: No. 51 Tengfei Avenue, Qingyang District, Chengdu City, Sichuan Province, 610073 Patentee after: Sichuan Construction Installation Engineering Technology Co.,Ltd. Address before: No. 318 Xinye Avenue, Shaqu Town, Dayi County, Chengdu City, Sichuan Province, 611330 Patentee before: SICHUAN JIAN'AN ASSEMBLY ENGINEERING TECHNOLOGY Co.,Ltd. |