CN206144028U - Steel ring roof beam that is used for rammed earth wall of board shears in area - Google Patents

Steel ring roof beam that is used for rammed earth wall of board shears in area Download PDF

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Publication number
CN206144028U
CN206144028U CN201621040108.4U CN201621040108U CN206144028U CN 206144028 U CN206144028 U CN 206144028U CN 201621040108 U CN201621040108 U CN 201621040108U CN 206144028 U CN206144028 U CN 206144028U
Authority
CN
China
Prior art keywords
board
collar tie
steel ring
tube collar
shears
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
Application number
CN201621040108.4U
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Chinese (zh)
Inventor
董周奕
吴志宏
柏文峰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kunming University of Science and Technology
Original Assignee
Kunming University of Science and Technology
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Kunming University of Science and Technology filed Critical Kunming University of Science and Technology
Priority to CN201621040108.4U priority Critical patent/CN206144028U/en
Application granted granted Critical
Publication of CN206144028U publication Critical patent/CN206144028U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to a steel ring roof beam that is used for rammed earth wall of board shears in area belongs to the architectural engineering technology field. The utility model discloses a reinforcing bar thoughtlessly congeals floor, rammed earth wall, square steel tube collar tie beam, the board I that shears, circular steel pole, board II, welding seam shear, the board I that shears passes through welding seam welding in the side of square steel tube collar tie beam, the square steel tube collar tie beam with shear between the board I through the circular steel pole of welding seam welding, square steel tube collar tie beam bottom forms the steel ring roof beam of taking the board that shears through the welding seam welding board II that shears, reinforced concrete floor slab is pour in ramming rammed earth wall to the steel ring roof beam that will have a board that shears on the square steel tube collar tie beam. The utility model discloses play the changing of the relative positions that prevents the steel ring roof beam, strengthen the wholeness ability of steel ring roof beam and immature soil wall body, showing the effect that improves the shock resistance.

Description

A kind of steel ring beam for loam wall with shear resisting board
Technical field
The utility model is related to a kind of steel ring beam for loam wall with shear resisting board, belongs to construction engineering technical field.
Background technology
The main materials of loam wall are soil, can gather materials on the spot, reuse and cost is honest and clean;Because its materialization can be low, have The ecological performance of highly significant;Loam wall also have good heat storage performance, make building enclosure with loam wall, can play " winter warm up The effect of Xia Liang ", reducing energy consumption;Additionally, loam wall nontoxic pollution-free, beneficial health.
With the development and application of science and technology, antidetonation rammed earth wall technology has breakthrough.Therefore in new rural village antidetonation local-style dwelling houses Use.Safeguard that wall has good thermal and insulating performance outside antidetonation loam wall.But in use, indoor partition is also adopted by Loam wall causes architecture indoor usable floor area to reduce, and time-consuming.Thus, it is necessary to be directed to the deficiency of this problem, propose Improved technology, and then lay the first stone for wideling popularize for antidetonation loam wall.
Therefore, to solve the above problems, using a kind of steel ring beam for loam wall with shear resisting board.Its subject matter It is, in steel ring beam and the junction of loam wall, to process because steel ring beam surface will do anti-corrosion, after having applied antirust paint, its surface Poor with the adhesion of raw-soil body of wall, the globality of body of wall is weakened, affects the anti-seismic performance of body of wall, and then affects integrally-built Security performance.
To realize the cooperative bearing of steel ring beam and raw-soil wall, the effect of shock resistance is improved, it is necessary to which a kind of band of exploitation is anti- The steel ring beam for loam wall of shear, and then the cooperative bearing of steel ring beam and body of wall is made, improve the overall performance of body of wall.
The content of the invention
The technical problems to be solved in the utility model is that steel ring beam surface applies antirust paint, but has done the steel ring beam of antirust treatment Surfacing is smooth, it is difficult to raw-soil body of wall cooperative bearing so that collar tie beam and floor occur the mutual changing of the relative positions when earthquake comes, easily House crack is caused to collapse.In order to prevent the changing of the relative positions of collar tie beam, the shearing suffered by flooring is passed on body of wall, it is ensured that loam wall it is anti- Shake is acted on, there is provided a kind of steel ring beam for loam wall with shear resisting board, to solve the above problems.
The technical solution of the utility model is:A kind of steel ring beam for loam wall with shear resisting board, including reinforced concrete Floor 1, loam wall 2, square steel tube collar tie beam 3, shear resisting board I4, circular steel pole 5, shear resisting board II6, weld seam 7;
Shear resisting board I4 is welded on the side of square steel tube collar tie beam 3 by weld seam 7, leads between square steel tube collar tie beam 3 and shear resisting board I4 Cross weld seam 7 and weld circular steel pole, shear resisting board II6 is welded in the bottom of square steel tube collar tie beam 3 by weld seam, forms the steel ring with shear resisting board Beam;Steel ring beam with shear resisting board is rammed in loam wall 2, the pouring reinforcement concrete floor 1 on square steel tube collar tie beam 3.
Top and bottom between the shear resisting board I4 and square steel tube collar tie beam 3 is respectively welded a circular steel pole by weld seam 5, triangular structure is formed in the plane.
The beneficial effects of the utility model are:Shear resisting board limits collar tie beam and body of wall, the mutual changing of the relative positions between floor, makes circle Beam can be with raw-soil body of wall cooperative bearing, it is ensured that wall stability, improves the anti-seismic performance of body of wall.Between shear resisting board and collar tie beam Arrange round steel bar to support, improve the shear resistance of shear resisting board.House inside replaces loam wall using steel construction, reduces rammed earth Body of wall occupied area, increased interior and uses space, make inner space more free.
Description of the drawings
Fig. 1 is the steel ring beam schematic diagram with shear resisting board of the present utility model;
Fig. 2 is round steel bar position view of the present utility model;
Fig. 3 is the steel ring beam collar tie beam with shear resisting board of the present utility model and rammed earth wall displacement perspective view;
Fig. 4 is member position relation perspective view of the present utility model;
Fig. 5 is joint structure schematic diagram of the present utility model;
In figure:1- in-situ reinforced concrete slabs, 2- loam walls, 3- square steel tube collar tie beams, 4- shearing resistances class I, 5- circle steel pole, 6- shear resisting board II, 7- weld seams.
Specific embodiment
With reference to the accompanying drawings and detailed description, the utility model is described in further detail.
Embodiment 1:As Figure 1-5, a kind of steel ring beam for loam wall with shear resisting board, including reinforced concrete floor 1st, loam wall 2, square steel tube collar tie beam 3, shear resisting board I4, circular steel pole 5, shear resisting board II6, weld seam 7;
Shear resisting board I4 is welded on the side of square steel tube collar tie beam 3 by weld seam 7, leads between square steel tube collar tie beam 3 and shear resisting board I4 Cross weld seam 7 and weld circular steel pole, shear resisting board II6 is welded in the bottom of square steel tube collar tie beam 3 by weld seam, forms the steel ring with shear resisting board Beam;Steel ring beam with shear resisting board is rammed in loam wall 2, the pouring reinforcement concrete floor 1 on square steel tube collar tie beam 3.
Top and bottom between the shear resisting board I4 and square steel tube collar tie beam 3 is respectively welded a circular steel pole by weld seam 5, triangular structure is formed in the plane.
Specific embodiment of the present utility model is explained in detail above in association with accompanying drawing, but the utility model is not It is limited to above-mentioned embodiment, in the ken that those of ordinary skill in the art possess, can be with without departing from this practicality Various changes can be made on the premise of new objective.

Claims (2)

1. a kind of steel ring beam for loam wall with shear resisting board, it is characterised in that:Including reinforced concrete floor(1), loam wall (2), square steel tube collar tie beam(3), shear resisting board I(4), circular steel pole(5), shear resisting board II(6), weld seam(7);
Shear resisting board I(4)By weld seam(7)It is welded on square steel tube collar tie beam(3)Side, square steel tube collar tie beam(3)With shear resisting board I(4) Between pass through weld seam(7)The circular steel pole of welding, square steel tube collar tie beam(3)Bottom shear resisting board II is welded by weld seam(6), form band anti- The steel ring beam of shear;Steel ring beam with shear resisting board is rammed into loam wall(2)It is interior, in square steel tube collar tie beam(3)Upper pouring reinforcement is mixed Solidifying Tulou plate(1).
2. the steel ring beam for loam wall with shear resisting board according to claim 1, it is characterised in that:The shear resisting board I (4)With square steel tube collar tie beam(3)Between top and bottom a piece circular steel pole is respectively welded by weld seam(5), shape in the plane Triangularity structure.
CN201621040108.4U 2016-09-07 2016-09-07 Steel ring roof beam that is used for rammed earth wall of board shears in area Expired - Fee Related CN206144028U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621040108.4U CN206144028U (en) 2016-09-07 2016-09-07 Steel ring roof beam that is used for rammed earth wall of board shears in area

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621040108.4U CN206144028U (en) 2016-09-07 2016-09-07 Steel ring roof beam that is used for rammed earth wall of board shears in area

Publications (1)

Publication Number Publication Date
CN206144028U true CN206144028U (en) 2017-05-03

Family

ID=58619412

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621040108.4U Expired - Fee Related CN206144028U (en) 2016-09-07 2016-09-07 Steel ring roof beam that is used for rammed earth wall of board shears in area

Country Status (1)

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CN (1) CN206144028U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110206192A (en) * 2019-06-13 2019-09-06 西安建筑科技大学 A kind of rammed earth wall hole lintel

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110206192A (en) * 2019-06-13 2019-09-06 西安建筑科技大学 A kind of rammed earth wall hole lintel

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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: 20170503

Termination date: 20190907