CN106088432B - Floor splicing construction and building template - Google Patents
Floor splicing construction and building template Download PDFInfo
- Publication number
- CN106088432B CN106088432B CN201610651806.6A CN201610651806A CN106088432B CN 106088432 B CN106088432 B CN 106088432B CN 201610651806 A CN201610651806 A CN 201610651806A CN 106088432 B CN106088432 B CN 106088432B
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- Prior art keywords
- floor
- spliced
- steel
- groove
- connecting portion
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
Abstract
The present invention relates to template type building fields, provide a kind of floor splicing construction and the building template including the floor splicing construction.In the floor splicing construction, the splicing side of the first floor to be spliced and the second floor to be spliced rides upon the two sides of the first I-steel lower flange respectively；First floor to be spliced is formed with first groove by its top side to splicing side, and is extended from the body part of the first floor to be spliced into first groove and have first connecting portion；Second floor to be spliced is formed with second groove by its top side to splicing side, and is extended from the body part of the second floor to be spliced into second groove and have second connecting portion；One end of dowel is accommodated in first groove, and the other end passes through the web of the first I-steel and is accommodated in second groove；Pouring layer is each formed in first groove and second groove.Thus so that the first floor to be spliced and the second floor to be spliced is formed an armored concrete entirety, greatly improve the bonding strength and globality of building block.
Description
Technical field
The present invention relates to panel splicing technical fields, specifically provide a kind of panel splicing tooling.
Background technique
Traditional architecture mostly for the connection between floor and plays load-bearing effect using load-bearing pillar and load bearing wall, main Types
Including confined concrete column, steel fiber reinforced concrete column, steel core concrete column, combined steel and concrete column, separated column and high-strength mixed
Solidifying earth pillar.The said goods use a large amount of concrete and steel construction, at high cost, construct low efficiency, and need plenty of time etc. in construction
To concrete setting, and these products can not carry out recycling and reusing, cause the waste of resource.
With the promotion of building construction (armored concrete combines) technology of modern architecture industry, conventional house steel knot is arrived
Structure frame-type, then steel construction template type emerging in recent years is arrived, as the steel construction development of support building is promoted and is advanced steadily,
This some emerging exploitation of steel construction template type are gradually risen with development, the architectural support structure of some steel construction template types, or
Building components start to have obtained universal application.
Template type architectural support structure is generally made of prefabricated profiled support column, supporting beam and floor etc., is being set up
In construction, it is only necessary to each module assembled get up, greatly improve establishment efficiency compared to traditional architecture.But also just due to
It is by assembly and connection between modules, often seem some deficiencies in structural strength.Especially floor and floor it
Between bonding strength it is weaker, the globality of architectural support structure, anti-pendulosity of inclining can be poor.
Summary of the invention
(1) technical problems to be solved
The present invention is to solve the bonding strength of existing template type architectural support structure is poor, the insufficient technology of globality is asked
Topic.
(2) technical solution
In order to solve the above technical problems, the structure includes first to be spliced the present invention provides a kind of floor splicing construction
Floor, the second floor, the first I-steel and dowel to be spliced；
The splicing side of first floor to be spliced rides upon on the lower flange of first I-steel side, and described second
The splicing side of floor to be spliced rides upon on the lower flange of first I-steel other side；
First floor to be spliced is formed with first groove by its top side to splicing side, and by the described first building to be spliced
The body part of plate extends into the first groove first connecting portion；Second floor to be spliced is by its top side to spelling
It connects side and is formed with second groove, and extended from the body part of the described second floor to be spliced into the second groove and have
Two interconnecting pieces；
One end of the dowel is accommodated in the first groove, the other end pass through first I-steel web and
It is accommodated in the second groove；
Pouring layer is each formed in the first groove and second groove.
Preferably, the first connecting portion is the part skeleton of the described first floor to be spliced.
Preferably, the second connecting portion is the part skeleton of the described second floor to be spliced.
Preferably, the pouring layer is concretionary casting concrete.
Preferably, the quantity of the dowel is multiple.
Preferably, the quantity of the first connecting portion is multiple.
Preferably, the quantity of the second connecting portion is multiple.
The present invention also provides a kind of building template, which includes floor splicing construction as described above.
Preferably, the building template includes four first I-steel and four floors；It further include in one
Heart column, four T word connection columns, four corner posts and eight the second I-steel；
Four T words connection columns pass through respectively before first I-steel is connected to the center stand column
Side, rear side, left and right side；
Four corner posts are along the circumferentially distributed of the center stand column and are successively set on the connection of T word described in every two
Between column, each corner post passes through two second I-steel respectively and connect column with the adjacent two T words
Connection；
The floor, the upper surface of the lower flange of first I-steel are equipped between the first I-steel of every two
Be overlapped with the upper surface of the top flange of second I-steel, the upper surface of the lower flange of first I-steel be used for it is described
The upper surface cooperation of the top flange of second I-steel forms support to the bottom surface of corresponding floor.
Preferably, the section of the center stand column, four T word connection columns and four corner posts is rectangle.
(3) beneficial effect
A kind of floor splicing construction provided by the invention and the building template including the floor splicing construction.Floor splicing
In structure, the splicing side of the first floor to be spliced and the second floor to be spliced rides upon the two of the first I-steel lower flange respectively
Side；First floor to be spliced is formed with first groove by its top side to splicing side, and by the body part of the first floor to be spliced
Extending into first groove has first connecting portion；Second floor to be spliced is formed with second groove by its top side to splicing side,
And is extended from the body part of the second floor to be spliced into second groove and have second connecting portion；One end of dowel is accommodated in
In first groove, the other end passes through the web of the first I-steel and is accommodated in second groove；In first groove and second groove
It is each formed with pouring layer.Thus the first floor to be spliced and the second floor to be spliced is made to form an armored concrete entirety, greatly
Width improves the bonding strength and globality of building block.
Detailed description of the invention
Fig. 1 is a kind of schematic diagram of floor splicing construction of the embodiment of the present invention.
Fig. 2 is a kind of schematic diagram of building template of the embodiment of the present invention.
Appended drawing reference:
1, the first floor to be spliced；11, first connecting portion；12, pouring layer；2, the second floor to be spliced；21, the second connection
Portion；3, the first I-steel；4, dowel；5, center stand column；6, T word connects column；7, corner post；8, the second I-steel.
Specific embodiment
With reference to the accompanying drawings and examples, specific embodiments of the present invention will be described in further detail.Implement below
Example is not intended to limit the scope of the invention for illustrating the present invention.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " connection " should be done
It broadly understood, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can be directly connected,
It can also be indirectly connected through an intermediary.For the ordinary skill in the art, can be understood with concrete condition above-mentioned
The concrete meaning of term in the present invention.
As shown in Figure 1, a kind of floor splicing construction provided in an embodiment of the present invention, which includes the first floor to be spliced
1, the second floor 2, the first I-steel 3 and dowel 4 to be spliced, the first floor 1 and the second floor 2 to be spliced to be spliced by
Armored concrete is pre-formed；The splicing side of first floor 1 to be spliced rides upon on the lower flange of 3 side of the first I-steel, the
The splicing side of two floors 2 to be spliced rides upon on the lower flange of 3 other side of the first I-steel；First floor 1 to be spliced is by its top
Side to splicing side is formed with first groove, and is extended into first groove from the body part of the first floor 1 to be spliced and to have the
One interconnecting piece 11；Second floor 2 to be spliced is formed with second groove by its top side to splicing side, and by the second floor 2 to be spliced
Body part extend into second groove and have second connecting portion 21；One end of dowel 4 is accommodated in first groove, another
It holds the web across the first I-steel 3 and is accommodated in second groove；Pouring layer is each formed in first groove and second groove
12。
Pouring layer 12 in first groove is relatively fixed by first connecting portion 11 and dowel 4；Positioned at second groove
Interior pouring layer 12 is relatively fixed by second connecting portion 21 and dowel 4, and due to first connecting portion 11 and second connecting portion 21
It is a part of the first floor 1 and the second floor 2 to be spliced to be spliced respectively, thus just in the first floor 1 and second to be spliced
Established between floor 2 to be spliced and form relatively fixed connection, and pouring layer 12 preferably with the first floor to be spliced 1 and second to
The concrete lift 12 of 2 homogeneous material of spliced floor finally makes the first floor 1 to be spliced and the second formation of floor 2 to be spliced
Thus one armored concrete entirety greatly improves the bonding strength and globality of building block.
In addition, since connector is the web across the first I-steel 3, to the first floor to be spliced 1 and second to
Spliced floor 2 play a supportive role not be only 3 two sides of the first I-steel lower flange, a big chunk weight also share to
On the web of first I-steel 3, and web part is the strongest a part of I-steel buckle resistance energy, thus can avoid I-shaped
There is the phenomenon that compressive deformation in the lower flange of steel, on the other hand, also improves the rated capacity of floor.
Wherein, first connecting portion 11 is preferably the part skeleton of the first floor 1 to be spliced；Second connecting portion 21 preferably the
The part skeleton of two floors 2 to be spliced.I.e. when pre-formed, by the first floor 1 and the second floor 2 to be spliced to be spliced
On concrete lack part is respectively set, using the concrete lack part of respective forming as the first groove and the second groove,
The framework of steel reinforcement in the first groove and the second groove will be exposed to naturally again as first connecting portion 11 and second connecting portion 21, by
This makes to have between first connecting portion 11 and second connecting portion 21 and the first floor 1 and the second floor 2 to be spliced to be spliced stronger
Bonding strength.
The quantity of first connecting portion 11 and second connecting portion 21 may each be multiple, and the quantity of dowel 4 is preferably also more
It is a, the bonding strength between pouring layer 12 and floor and between pouring layer 12 and pouring layer 12 can be further promoted in this way,
Finally improve the bonding strength between the first floor 1 and the second floor 2 to be spliced to be spliced.
As shown in Fig. 2, the building template includes building as described above the embodiment of the invention also provides a kind of building template
Plate splicing construction.Due to having several pieces of floors in building template, and if being spliced by above-mentioned floor between every two pieces of floors
Structure connection, then can greatly improve the globality and bearing capacity of the building template.
Preferably, it includes four the first I-steel, 3, four floors, a center stand column that the present embodiment, which additionally provides a kind of,
5, the building template of four T word connection 6, four corner posts 7 of column and eight the second I-steel 8；Wherein, center stand column 5, four
The section of a T word connection column 6 and four corner posts 7 is preferably all rectangle, and four T word connection columns 6 pass through one respectively
First I-steel 3 is connected to the front side of center stand column 5, rear side, left and right side, i.e. four T word connection columns 6 are separately positioned on
The forward and backward of center stand column 5, four side of left and right, each T word connection column 6 pass through first I-steel 3 and center stand column 5
Connection；Four corner posts 7 are along the circumferentially distributed of center stand column 5 and are successively set between every two T word connection column 6, each
Corner post 7 connect the connection of column 6 with two adjacent T words by two the second I-steel 8 respectively, thus just in center stand column 5
Just it connect column 6 with four T words and four corner posts 7 enclose and are set as four floor installation spaces；Between the first I-steel of every two 3
It is equipped with a floor, the upper surface of the lower flange of the first I-steel 3 is overlapped with the upper surface of the top flange of the second I-steel 8,
The upper surface of the lower flange of first I-steel 3 is used to cooperate to the upper surface of the top flange of the second I-steel 8 to corresponding floor
Bottom surface forms support.
Pass through floor splicing construction connection as described above per two adjacent floors, finally not only makes the building template
Bonding strength and globality promoted, moreover, because the second I-steel 8 for being located at periphery is relatively located at the first I-steel 3 of inside
It is low, thus during assembly, 5, four T words of center stand column first can be connected into the first I-shaped of 6, four, column corner post 7, four
Steel 3 and eight the second I-steel 8 are spliced to form skeleton, without adding supporting facility, then lift floor again: first by floor
Adjacent both sides of the edge are inserted on the lower flange of a pair of the first adjacent I-steel 3, then again by remaining both sides of the edge of floor
It slowly transfers, on the top flange for falling directly on corresponding two the second I-steel 8.As it can be seen that entire assembling process is easy to operate, fastly
Victory can be shortened the construction period greatly, and it is secure to be connected quality.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, without departing from the technical principles of the invention, several improvement and replacement can also be made, these are improved and replacement
Also it should be regarded as protection scope of the present invention.
Claims (8)
1. a kind of building template characterized by comprising four the first I-steel (3) and four floors；It further include a center
Column (5), four T word connections column (6), four corner posts (7) and eight the second I-steel (8)；
Four T word connections column (6) are connected to the center stand column (5) by first I-steel (3) respectively
Front side, rear side, left and right side；
Four corner posts (7) are along the circumferentially distributed of the center stand column (5) and are successively set on the company of T word described in every two
It connects between column (6), each corner post (7) passes through two second I-steel (8) and two adjacent T respectively
Word connects column (6) connection；
The floor, the upper table of the lower flange of first I-steel (3) are equipped between the first I-steel of every two (3)
Face is overlapped with the upper surface of the top flange of second I-steel (8), and the upper surface of the lower flange of first I-steel (3) is used
It is supported in being formed to bottom surface of the upper surface of the top flange of second I-steel (8) cooperation to corresponding floor；
The floor includes: the first floor (1), the second floor (2) to be spliced and dowel (4) to be spliced；
The splicing side of first floor (1) to be spliced rides upon on the lower flange of the first I-steel (3) side, and described
The splicing side of two floors (2) to be spliced rides upon on the lower flange of the first I-steel (3) other side；
First floor (1) to be spliced is formed with first groove by its top side to splicing side, and by the described first building to be spliced
The body part of plate (1) extends into the first groove first connecting portion (11)；Second floor (2) to be spliced by
Its top side to splicing side is formed with second groove, and from the body part of the described second floor (2) to be spliced to second ditch
Extending in slot has second connecting portion (21)；
One end of the dowel (4) is accommodated in the first groove, and the other end passes through the web of first I-steel (3)
And it is accommodated in the second groove；
Pouring layer (12) are each formed in the first groove and second groove.
2. building template according to claim 1, which is characterized in that the first connecting portion (11) is described first wait spell
Connect the part skeleton of floor (1).
3. building template according to claim 1, which is characterized in that the second connecting portion (21) is described second wait spell
Connect the part skeleton of floor (2).
4. building template according to claim 1, which is characterized in that the pouring layer (12) be it is concretionary pour it is mixed
Solidifying soil.
5. building template according to claim 1, which is characterized in that the quantity of the dowel (4) is multiple.
6. building template according to claim 1, which is characterized in that the quantity of the first connecting portion (11) is multiple.
7. building template according to claim 1, which is characterized in that the quantity of the second connecting portion (21) is multiple.
8. building template according to claim 1, which is characterized in that the center stand column (5), four T words connect column
(6) and the section of four corner posts (7) is rectangle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610651806.6A CN106088432B (en) | 2016-08-10 | 2016-08-10 | Floor splicing construction and building template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610651806.6A CN106088432B (en) | 2016-08-10 | 2016-08-10 | Floor splicing construction and building template |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106088432A CN106088432A (en) | 2016-11-09 |
| CN106088432B true CN106088432B (en) | 2019-05-14 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610651806.6A Active CN106088432B (en) | 2016-08-10 | 2016-08-10 | Floor splicing construction and building template |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499104A (en) * | 2016-12-22 | 2017-03-15 | 中冶京诚工程技术有限公司 | A kind of assembled light floor |
| CN108035433A (en) * | 2018-01-14 | 2018-05-15 | 万华集成房屋（烟台）有限公司 | Prefabricated house is built and its method of construction |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004316274A (en) * | 2003-04-17 | 2004-11-11 | Kitetsu House Kenkyusho:Kk | Building structure and building with it |
| CN1554839A (en) * | 2003-12-28 | 2004-12-15 | 昆明理工大学 | Steel-steel concrete fully prefabricated assembling structure |
| CN103061443A (en) * | 2012-12-31 | 2013-04-24 | 合肥工业大学 | Novel enclosed steel-concrete superimposed plate composite beam |
| CN105064511A (en) * | 2015-08-12 | 2015-11-18 | 浙江绿筑建筑系统集成有限公司 | Connecting structure of prestress hollow floor slab and H-shaped steel beam and construction method thereof |
| CN206000061U (en) * | 2016-08-10 | 2017-03-08 | 山东鲁帆集团有限公司 | Floor splicing construction and building template |
-
2016
- 2016-08-10 CN CN201610651806.6A patent/CN106088432B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004316274A (en) * | 2003-04-17 | 2004-11-11 | Kitetsu House Kenkyusho:Kk | Building structure and building with it |
| CN1554839A (en) * | 2003-12-28 | 2004-12-15 | 昆明理工大学 | Steel-steel concrete fully prefabricated assembling structure |
| CN103061443A (en) * | 2012-12-31 | 2013-04-24 | 合肥工业大学 | Novel enclosed steel-concrete superimposed plate composite beam |
| CN105064511A (en) * | 2015-08-12 | 2015-11-18 | 浙江绿筑建筑系统集成有限公司 | Connecting structure of prestress hollow floor slab and H-shaped steel beam and construction method thereof |
| CN206000061U (en) * | 2016-08-10 | 2017-03-08 | 山东鲁帆集团有限公司 | Floor splicing construction and building template |
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| CN106088432A (en) | 2016-11-09 |
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