CN206554388U - A kind of pre-buried pillar of lightweight steel construction integrated house - Google Patents
A kind of pre-buried pillar of lightweight steel construction integrated house Download PDFInfo
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- CN206554388U CN206554388U CN201720245328.9U CN201720245328U CN206554388U CN 206554388 U CN206554388 U CN 206554388U CN 201720245328 U CN201720245328 U CN 201720245328U CN 206554388 U CN206554388 U CN 206554388U
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- Prior art keywords
- concrete column
- concrete
- column
- screw rod
- integrated house
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Abstract
The utility model discloses a kind of pre-buried pillar of lightweight steel construction integrated house, including foundation concrete bed course and concrete column, it is provided with concrete column body and square steel bar column is made up of multiple bar connectings, in concrete column vertical section upper end provided with second pouring layer, screw rod lower end sequentially passes through second pouring layer with being extended downwardly after concrete column, and screw rod upper end is sequentially provided with flush nut, double nut from the bottom to top.Applicant designs a kind of concrete column of T-shaped; coordinated by the connection of concrete column and foundation concrete bed course; to provide stable support for steel member; and; pre-buried screw rod upper end protrudes from second pouring layer in concrete column body; flush nut is arranged on screw rod with double nut; when being connected with steel member; flush nut is fastened for the first time to steel member; and double nut carries out secondary fastening to steel member; to ensure the connective stability between concrete column and steel member, the overall security performance of integrated house is improved.
Description
Technical field
The utility model is related to the realm of building construction, specifically refers to a kind of pre-buried pillar of lightweight steel construction integrated house.
Background technology
Integrated house is made up of structural system, ground system, floor system, wall system, Roof system, each system by
Several unit module compositions, unit module is manufactured in factory and completed, and house scene is assembled by unit module to complete.Integrated house can
Dismount, may move, not damage to land, realize " real estate " attribute in house over the past thousands of years to the transformation of " movable property " attribute, it is real
Being kept completely separate for the house property of " real estate " and " real estate " is over the past thousands of years showed.And mother and baby guarantor is made in currently a popular utilization integrated house
Room is educated, mother and baby's child care room is the club of 0.5-3 Sui infant family, can imitate family, community's life's environment, allow relatives special
Under the guidance of family, it is ensured that infant can be good in the company and possessing in representational safe and environment-friendly, harmonious environment of relatives
Health is joyously grown up, and progressively recognizes living environment, forms good habits and customs, strengthens the existence technical ability of itself.
And in integrated house construction, it is necessary first to the construction of ground and concrete support rod structure is carried out, with true
Protect the stability of superstructure.And existing concrete structure is with steel member after being connected, due to superstructure continue or
Interrupted construction can cause the coupling part between concrete structure and steel member to loosen, and mutual effect can be produced between the two
Power, and act on to the steel bar column and ground in concrete structure, the stability of ground is reduced, the peace of integrated house is increased
Full hidden danger.
Utility model content
The purpose of this utility model is to provide a kind of pre-buried pillar of lightweight steel construction integrated house, it is ensured that concrete structure with
Connective stability between steel member, improves safety reliability when integrated house is used.
The purpose of this utility model is achieved through the following technical solutions：
A kind of pre-buried pillar of lightweight steel construction integrated house, including foundation concrete bed course and the T that is arranged on foundation concrete bed course
Provided with square steel bar column is made up of multiple bar connectings in shape concrete column, concrete column body, in the concrete column
Vertical section upper end provided with second pouring layer, screw rod lower end sequentially pass through second pouring layer with after concrete column to downward
Stretch, screw rod upper end is sequentially provided with flush nut, double nut from the bottom to top.For in the prior art, because of concrete structure and steel member
Connection loosen and cause the problem of stability of integrated house declines, applicant designs a kind of concrete column of T-shaped, passes through
The connection of concrete column and foundation concrete bed course coordinates, to provide stable support for steel member, also, pre-buried in concrete column body
Screw rod upper end protrude from second pouring layer, flush nut and double nut are arranged on screw rod, when being connected with steel member, flush nut
Steel member is fastened for the first time, and double nut carries out secondary fastening to steel member, with ensure concrete column and steel member it
Between connective stability, improve the overall security performance of integrated house；
During Specific construction, foundation concrete bed course is first poured, square steel bar column is then fixed on foundation concrete bed course, T is used
Steel bar column is fixed the mould of shape, multiple screw pre-burieds in steel bar column and screw rod upper end protrude, then pour coagulation
Soil forms the concrete column of T-shaped, after concrete column is body formed, and second pouring layer is set in concrete column upper end, to increase
The support strength of loading steel member, it is to avoid load is acted directly on steel bar column, is finally arranged flush nut and double nut
In screw rod upper end, by centering, steel member is fixed on second pouring layer, wherein, flush nut, double nut are successively to steel member
Fastened, to avoid loosening between screw rod and steel member, it is ensured that the stability of steel member support section.Further,
Concrete column is T-shaped, and its horizontal segment is connected with foundation concrete bed course, increases the stress Area of bearing of concrete column, really
Protect the uniform force on foundation concrete bed course in work progress, it is to avoid occur stress raisers on foundation concrete bed course and collapse
Phenomenon.
Enlarged portion, and two enlarged portions and the horizontal segment pair of the concrete column are respectively equipped with the steel bar column both sides
Should.Enlarged portion is provided with the both sides of steel bar column, the enlarged portion is similarly the skeleton of concrete column, and using same with steel bar column
Manufacture lie in a horizontal plane on foundation concrete bed course, by pour shaping after with steel bar column, concrete column formation one it is whole
Body, to improve the bulk strength of concrete column.
The second pouring layer is made up of slightly expanded concrete with rubble.Second pouring layer is by slightly expanded concrete and rubble
Composition, it is to avoid second pouring layer shrinks in use, and possesses certain free wxpansion amount, prevents after steel member is loaded
There is crack on second pouring layer, maintain the support strength of concrete column.
Also include multiple reinforcements, the reinforcement is connected with reinforcing bar column bottom, and the two ends of reinforcement are embedded in the base
In plinth concrete bed course.For the bonding strength between enhancing concrete column and foundation concrete bed course, steel wire is passed through in the bottom of steel bar column
Binding has a reinforcement, and in the two ends insertion foundation concrete bed course of reinforcement, finally by pouring so that foundation concrete bed course and coagulation
Earth pillar body connects into an entirety.
The lower end of the screw rod bend to horizontal direction parallel.Preferably, the lower end of screw rod bend to
With horizontal direction parallel so that when occurring slight oscillatory on steel member in work progress, the screw rod being directly connected to steel member
It can not swing again in concrete column body, to reduce the probability that concrete column ftractures.
The utility model compared with prior art, has the following advantages and advantages：
1st, the utility model is coordinated by the connection of concrete column and foundation concrete bed course, to provide stable branch for steel member
Support, also, screw rod upper end pre-buried in concrete column body protrudes from second pouring layer, and flush nut is arranged on screw rod with double nut
On, when being connected with steel member, flush nut is fastened for the first time to steel member, and double nut carries out secondary fastening to steel member,
To ensure the connective stability between concrete column and steel member, the overall security performance of integrated house is improved；
2nd, the utility model is provided with enlarged portion in the both sides of steel bar column, and the enlarged portion is similarly the skeleton of concrete column,
And lain in a horizontal plane on foundation concrete bed course using the manufacture same with steel bar column, by pour after shaping with steel bar column, mixed
Solidifying earth pillar body one entirety of formation, to improve the bulk strength of concrete column；
3rd, in the utility model the lower end of screw rod bend to horizontal direction parallel so that the steel structure in work progress
When occurring slight oscillatory on part, the screw rod being directly connected to steel member can not be swung in concrete column body again, mixed to reduce
The probability of solidifying earth pillar body cracking.
Brief description of the drawings
Accompanying drawing described herein is used for providing further understanding the utility model embodiment, constitutes the one of the application
Part, does not constitute the restriction to the utility model embodiment.In the accompanying drawings：
Fig. 1 is the utility model structural representation；
Fig. 2 is sectional view of the present utility model.
Mark and corresponding parts title in accompanying drawing：
1- enlarged portions, 2- foundation concretes bed course, 3- steel bar columns, 4- concrete columns, 5- screw rods, 6- steel members, 7- are poured for bis- times
Note layer, 8- flush nuts, 9- double nuts, 10- reinforcements.
Embodiment
For the purpose of this utility model, technical scheme and advantage is more clearly understood, with reference to embodiment and accompanying drawing,
The utility model is described in further detail, and exemplary embodiment of the present utility model and its explanation are only used for explaining this
Utility model, is not intended as limiting of the present utility model.
Embodiment 1
As depicted in figs. 1 and 2, the present embodiment includes foundation concrete bed course 2 and the T-shaped being arranged on foundation concrete bed course 2 is mixed
Provided with square steel bar column 3 is made up of multiple bar connectings in solidifying earth pillar body 4, concrete column 4, in the concrete column 4
Vertical section upper end is provided with second pouring layer 7, under the lower end of screw rod 5 sequentially passes through the second pouring layer 7 and concrete column 4 backward
Extension, the upper end of screw rod 5 is sequentially provided with flush nut 8, double nut 9 from the bottom to top.For in the prior art, because of concrete structure and steel
The connection of component 6 loosens and causes the problem of stability of integrated house declines, and applicant designs a kind of concrete column of T-shaped
4, coordinated by the connection of concrete column 4 and foundation concrete bed course 2, to provide stable support, also, concrete for steel member 6
The pre-buried upper end of screw rod 5 protrudes from second pouring layer 7 in cylinder 4, and flush nut 8 and double nut 9 are arranged on screw rod 5, with steel
When component 6 is connected, flush nut 8 is fastened for the first time to steel member 6, and double nut 9 carries out secondary fastening to steel member 6, with true
The connective stability protected between concrete column 4 and steel member 6, improves the overall security performance of integrated house；
During Specific construction, foundation concrete bed course 2 is first poured, square steel bar column 3 is then fixed on foundation concrete bed course 2, is made
Steel bar column 3 is fixed with the mould of T-shaped, multiple screw rods 5 are embedded in steel bar column 3 and the upper end of screw rod 5 is protruded, and are then poured
The concrete column 4 of concrete formation T-shaped is built, after concrete column 4 is molded, secondary pour is set in the upper end of concrete column 4
Note layer 7, with increase load steel member 6 support strength, it is to avoid load act directly on steel bar column 3, finally by flush nut 8 with
And double nut 9 is set in the upper end of screw rod 5, by centering, steel member 6 is fixed on second pouring layer 7, wherein, flush nut 8,
Double nut 9 is fastened to steel member 6 successively, to avoid loosening between screw rod 5 and steel member 6, it is ensured that steel member 6 is supported
Partial stability.Further, concrete column 4 is T-shaped, and its horizontal segment is connected with foundation concrete bed course 2, increases coagulation
The stress Area of bearing of earth pillar body 4, it is ensured that the uniform force on foundation concrete bed course 2 in work progress, it is to avoid on foundation concrete bed course 2
There are stress raisers and collapse phenomenon occur.
Wherein, enlarged portion 1, and two enlarged portions 1 and the concrete column 4 are respectively equipped with the both sides of steel bar column 3
Horizontal segment correspondence.Enlarged portion 1 is provided with the both sides of steel bar column 3, the enlarged portion 1 is similarly the skeleton of concrete column 4, and adopts
Lain in a horizontal plane in the manufacture same with steel bar column 3 on foundation concrete bed course 2, by pour shaping after with steel bar column 3, coagulation
One entirety of formation of earth pillar body 4, to improve the bulk strength of concrete column 4.
Further, the second pouring layer 7 is made up of slightly expanded concrete with rubble.Second pouring layer 7 is by microdilatancy
Concrete is constituted with rubble, it is to avoid second pouring layer 7 shrinks in use, and possesses certain free wxpansion amount, prevents
There is crack on second pouring layer 7 after the load of steel member 6, maintain the support strength of concrete column 4.
The present embodiment also includes multiple reinforcements 10, and the reinforcement 10 is connected with the bottom of steel bar column 3, and reinforcement 10
Two ends are embedded in the foundation concrete bed course 2.To strengthen the bonding strength between concrete column 4 and foundation concrete bed course 2, in reinforcing bar
There is a reinforcement 10 bottom of post 3 by steel wire binding, and in the two ends insertion foundation concrete bed course 2 of reinforcement 10, finally by pouring
Build so that foundation concrete bed course 2 connects into an entirety with concrete column 4.
Preferably, the lower end of screw rod 5 bend to horizontal direction parallel so that steel member 6 in work progress
During upper generation slight oscillatory, the screw rod 5 being directly connected to steel member 6 can not be swung in concrete column 4 again, mixed to reduce
The probability of the solidifying cracking of earth pillar body 4.
Above-described embodiment, is entered to the purpose of this utility model, technical scheme and beneficial effect
One step is described in detail, be should be understood that and be the foregoing is only embodiment of the present utility model, is not used to limit
Fixed protection domain of the present utility model, all any modifications within spirit of the present utility model and principle, made, is equally replaced
Change, improve, should be included within protection domain of the present utility model.
Claims (5)
1. a kind of pre-buried pillar of lightweight steel construction integrated house, including foundation concrete bed course (2) and it is arranged on foundation concrete bed course (2)
T-shaped concrete column (4), provided with square steel bar column (3) is made up of multiple bar connectings in concrete column (4), it is special
Levy and be：In the concrete column (4) vertical section upper end provided with second pouring layer (7), screw rod (5) lower end sequentially passes through described
Second pouring layer (7) with being extended downwardly after concrete column (4), screw rod (5) upper end be sequentially provided with from the bottom to top flush nut (8),
Double nut (9).
2. a kind of pre-buried pillar of lightweight steel construction integrated house according to claim 1, it is characterised in that：In the steel bar column
(3) both sides are respectively equipped with enlarged portion (1), and two enlarged portions (1) are corresponding with the horizontal segment of the concrete column (4).
3. a kind of pre-buried pillar of lightweight steel construction integrated house according to claim 1, it is characterised in that：The second pouring
Layer (7) is made up of slightly expanded concrete with rubble.
4. a kind of pre-buried pillar of lightweight steel construction integrated house according to claim 1, it is characterised in that：Also include multiple add
Strengthening tendons (10), the reinforcement (10) is connected with steel bar column (3) bottom, and the two ends of reinforcement (10) are embedded in the foundation concrete pad
In layer (2).
5. a kind of pre-buried pillar of lightweight steel construction integrated house according to claim 1, it is characterised in that：The screw rod (5)
Lower end bend to horizontal direction parallel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720245328.9U CN206554388U (en) | 2017-03-14 | 2017-03-14 | A kind of pre-buried pillar of lightweight steel construction integrated house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720245328.9U CN206554388U (en) | 2017-03-14 | 2017-03-14 | A kind of pre-buried pillar of lightweight steel construction integrated house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206554388U true CN206554388U (en) | 2017-10-13 |
Family
ID=60364645
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720245328.9U Expired - Fee Related CN206554388U (en) | 2017-03-14 | 2017-03-14 | A kind of pre-buried pillar of lightweight steel construction integrated house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206554388U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759851A (en) * | 2017-03-14 | 2017-05-31 | 成都创客集成房屋有限公司 | The pre-buried supporting construction in steel construction room |
-
2017
- 2017-03-14 CN CN201720245328.9U patent/CN206554388U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759851A (en) * | 2017-03-14 | 2017-05-31 | 成都创客集成房屋有限公司 | The pre-buried supporting construction in steel construction room |
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171013 Termination date: 20180314 |
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| CF01 | Termination of patent right due to non-payment of annual fee |