CN1916305A - Assembly type shock resistant frame in use for house - Google Patents

Assembly type shock resistant frame in use for house Download PDF

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Publication number
CN1916305A
CN1916305A CN 200610048265 CN200610048265A CN1916305A CN 1916305 A CN1916305 A CN 1916305A CN 200610048265 CN200610048265 CN 200610048265 CN 200610048265 A CN200610048265 A CN 200610048265A CN 1916305 A CN1916305 A CN 1916305A
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China
Prior art keywords
square
square columns
column
columns
groove
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Granted
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CN 200610048265
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Chinese (zh)
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CN100494592C (en
Inventor
孔祥生
喻岩
李惠军
孔石磊
杨春燕
孔祥武
谢亚力
高印顺
马易鲁
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Kong Xiang Sheng
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孔祥生
喻岩
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Priority to CNB2006100482654A priority Critical patent/CN100494592C/en
Publication of CN1916305A publication Critical patent/CN1916305A/en
Application granted granted Critical
Publication of CN100494592C publication Critical patent/CN100494592C/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The present invention relates to an assembled anti-seismic frame for building. Said anti-seismic frame includes upright columns, transverse beams and longitudinal beams. These upright columns, transverse beams and longitudinal beams and combined together by utilizing chase mortise joint structure so as to form the invented anti-seismic frame. Besides, said invention also provides its concrete assembly method and steps.

Description

Assembly type shock resistant frame in use for house
Technical field
The present invention relates to a kind of assembly type shock resistant frame in use for house, belong to the building unit technical field.
Background technology
The structure in house is diversified, and wherein, the house that adopts frame construction to build is more common a kind of, and its framework comprises column, crossbeam and the longeron of load-bearing.When framework adopts the steel concrete material, need lay reinforcing bar at the construction field (site) and set up template, carry out concrete pouring afterwards.Its advantage is that this framework both had been applicable to highrise building, also is applicable to low-rise building, and shockproof properties is good, therefore, is used widely.Its weak point is that this framework need be constructed at the scene, so not only takes a lot of work, requires great effort, and can influence construction speed.At present, building below three layers, its framework usually adopts producing wood, and especially in China south, this house is more common, during construction, end with beam or post processes the tenon or the fourth of the twelve Earthly Branches at the scene, when setting up, reinforces by means of stay bolt, iron nail etc., its advantage be this framework from heavy and light, be easy to set up.Its weak point is that this framework shockproof properties is poor.
Summary of the invention
Technical problem to be solved by this invention provides a kind of assembly type shock resistant frame in use for house, and this framework shockproof properties is good, is convenient to set up fast and remove.
It is as follows to address the above problem the technical scheme that is adopted:
A kind of house assembled frame, it comprises column, crossbeam and longeron, described column, crossbeam and longeron by a pair of mutually and square column constitute, and all being connected node that crosses is same chase mortise structure between column, crossbeam and longeron three.
The a pair of square column of described formation column is a square column and No. four square columns, the a pair of square column that constitutes crossbeam is No. two square columns and No. six square columns, the a pair of square column of trussed stringer is No. three square columns and No. five square columns, the groove that the node place that described chase mortise structure is a square column is provided with the groove of pegging graft with No. six square columns and pegs graft with No. three square columns, the groove that the node place of No. two square columns is provided with the groove of pegging graft with No. three square columns and No. five square columns and pegs graft with square column tenon, the groove that the node place of No. three square columns is provided with the groove of pegging graft with No. six square columns and pegs graft with No. four square columns, the node place of No. four square columns is provided with the groove with No. two square columns and No. six square column grafting, the groove that the node place of No. five square columns is provided with the groove of pegging graft with square column and No. four square columns and pegs graft with No. six square columns, No. six square columns are light beam.
Be provided with screw, nut fastener between described No. two square columns and No. six square columns.
Assembly type shock resistant frame in use for house provided by the present invention adopts the frame mode of chase mortise interlock, and framework is pegged graft by six kinds of identical square columns of cross section and constituted, and square column can select for use timber, square steel pipe or Reinforced Concrete Materials to make.This earthquake-proof frame compared with prior art has following good effect: 1, chase mortise is pegged graft between framing component, and concave-convex clutch cooperates closely, and form and make a concerted effort, stable strong, anti-seismic performance is good; 2, constitute between six kinds of square columns of earthquake-proof frame and adopt the mode of pegging graft to connect, can interlocking, be convenient to dismounting again, so this earthquake-proof frame is not only applicable to fixed buildings, also be applicable to the framework of making mobile house; 3, six kinds of different square columns that constitute earthquake-proof frame can carry out prefabricatedly according to the height size of building the house, can obviously shorten the on-the-spot construction period like this, at the construction field (site) quick, the saving of labor, laborsaving of assembling frame; 4, this earthquake-proof frame is compared with original wooden frame, can save auxiliary part such as cable-stayed support and by means of the connected mode of iron nail, and the structure that can make wooden frame so not only simply but also firm.This earthquake-proof frame is specially adapted to three layers and three layers of following fixed buildings and the individual layer prefabricated house uses.
Description of drawings
Fig. 1 is the partial isometric of a kind of embodiment of this assembly type shock resistant frame in use for house;
Fig. 2 to Fig. 7 is the partial isometric that constitutes six square columns of earthquake-proof frame;
Fig. 8 to Figure 12 is the order axonometric drawing with the connected node assembling earthquake-proof frame that is example;
Figure 13 is the front view of the embodiment of the invention two.
Number in the figure is: 1, square column; 2, No. two square columns; 3, No. three square columns; 4, No. four square columns; 5, No. five square columns; 6, No. six square columns; 7, longeron; 8, crossbeam; 9, column; 10, groove; 11, tenon; 12-19, groove; 20, screw; 21, nut.
The specific embodiment
The invention will be further described below in conjunction with embodiment and accompanying drawing:
Referring to accompanying drawing, this assembly type shock resistant frame in use for house adopts the structure of chase mortise interlock, promptly adopt six kinds cross section be identical and square column that connected node place structure is different according to the grafting order, the assembling of successively framework being pegged graft is finished.Shown in Fig. 1, by square column 1 and No. four square columns 4 mutually and constitute column 9, by No. three square columns 3 and No. four square columns 4 mutually and constitute vertical fine strain of millet 7, by No. two square columns 2 and No. six square columns 6 mutually and constitute crossbeam 8.
Referring to Fig. 2-Fig. 7, Fig. 2 is the partial isometric of a square column 1, the groove 10 that is provided with the groove 12 of pegging graft with No. six square columns at the connected node place of a square column 1 and pegs graft with No. three square columns.Fig. 3 is the partial isometric of No. two square columns 2, the groove 14 that is provided with the groove 13 of pegging graft with No. three square columns and No. five square columns at the connected node place of No. two square columns 2 and pegs graft with square column tenon.Fig. 4 is the partial isometric of No. three square columns 3, the groove 15 that is provided with the groove 16 of pegging graft with No. six square columns at the connected node place of No. three square columns 3 and pegs graft with No. four square columns.Fig. 5 is the partial isometric of No. four square columns, is provided with the groove 17 with No. two square columns and No. six square column grafting at the connected node place of No. four square columns 4.Fig. 6 is the partial isometric of No. five square columns 5, the groove 18 that is provided with the groove 19 of pegging graft with square column and No. four square columns at the connected node place of No. five square columns 5 and pegs graft with No. six square columns.Fig. 7 is the partial isometric of No. six square columns 6, and No. six square column 6 is a light beam, and entire body is not established the connection groove.
Shown in Fig. 2-Fig. 7, the width of groove 13,17,19 is two times of square column thickness, the width of groove 14,15 is half of square column thickness, and the width of groove 10,12,16,18 equates that with the thickness of square column the degree of depth of above-mentioned each groove is half of square column thickness.
Referring to Fig. 1, Fig. 8-Figure 12, this assembly type shock resistant frame in use for house is assembled when construction at the scene, must be in strict accordance with the sequencing assembling of pegging graft, otherwise assembling can't be carried out.
During assembling, at first all square columns 1 is holded up one by one according to same orientation, afterwards No. two all square columns 2 are horizontally placed on one by one on square column 1, and the little groove of No. two square columns and the tenon of a square column 1 are pegged graft, as shown in Figure 8.Next according to order and the diagram of Fig. 9-Figure 12, No. six square columns 6 of No. three square column 3-of pegging graft successively.
Referring to Fig. 4, in use more solid and reliable in order to make this assembly type shock resistant frame in use for house, can between two phases square column also, set up securing member, as shown in the figure, for example add trip bolt 20 and nut 21 at No. two square columns 2 and No. six 6 of square columns.

Claims (3)

1, assembly type shock resistant frame in use for house, it comprises column, crossbeam and longeron, it is characterized in that described column (9), crossbeam (8) and longeron (7) by a pair of mutually and square column constitute, and all being connected node that crosses is same chase mortise structure between column (9), crossbeam (8) and longeron (7) three.
2, assembly type shock resistant frame in use for house according to claim 1, the a pair of square column that it is characterized in that described formation column (9) is a square column (1) and No. four square columns (4), the a pair of square column that constitutes crossbeam (8) is No. two square columns (2) and No. six square columns (6), the a pair of square column of trussed stringer (7) is No. three square columns (3) and No. five square columns (5), described chase mortise structure is that the node place of a square column (1) is provided with groove (12) of pegging graft with No. six square columns (6) and the groove (10) of pegging graft with No. three square columns (3), the node place of No. two square columns (2) is provided with groove (13) of pegging graft with No. three square columns (3) and No. five square columns (5) and the groove (14) of pegging graft with a square column tenon (11), the node place of No. three square columns (3) is provided with groove (16) of pegging graft with No. six square columns (6) and the groove (15) of pegging graft with No. four square columns (4), the node place of No. four square columns (4) is provided with the groove (17) of pegging graft with No. two square columns (2) and No. six square columns (6), the node place of No. five square columns (5) is provided with groove (19) of pegging graft with a square column (1) and No. four square columns (4) and the groove (18) of pegging graft with No. six square columns (6), and No. six square columns (6) are light beam.
3, assembly type shock resistant frame in use for house according to claim 2 is characterized in that being provided with between described No. two square columns (2) and No. six square columns (6) screw (20), nut (21) securing member.
CNB2006100482654A 2006-09-12 2006-09-12 Assembly type shock resistant frame in use for house Expired - Fee Related CN100494592C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNB2006100482654A CN100494592C (en) 2006-09-12 2006-09-12 Assembly type shock resistant frame in use for house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNB2006100482654A CN100494592C (en) 2006-09-12 2006-09-12 Assembly type shock resistant frame in use for house

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CN1916305A true CN1916305A (en) 2007-02-21
CN100494592C CN100494592C (en) 2009-06-03

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101608470B (en) * 2009-07-31 2011-01-12 北京峻谷投资有限公司 Monolithic architecture composite frame structure
CN102995751A (en) * 2012-11-18 2013-03-27 浙江农林大学 Connecting structure for pitch point
CN103061517A (en) * 2013-01-15 2013-04-24 中南大学 Method for assembling novel substructure module type preformed joint-assembled type frame structure
CN104358755A (en) * 2014-10-11 2015-02-18 谭健民 Column-beam split-level connecting component capable of being manually built and framework structure built thereby
CN105952028A (en) * 2016-05-23 2016-09-21 李雪锋 Anti-seismic heat-preservation building and construction method thereof
CN106760633A (en) * 2017-01-03 2017-05-31 南丹县住房和城乡建设局 Modular house

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101634192B (en) * 2009-07-29 2011-11-30 北京峻谷投资有限公司 Monolithic building

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101608470B (en) * 2009-07-31 2011-01-12 北京峻谷投资有限公司 Monolithic architecture composite frame structure
CN102995751A (en) * 2012-11-18 2013-03-27 浙江农林大学 Connecting structure for pitch point
CN103061517A (en) * 2013-01-15 2013-04-24 中南大学 Method for assembling novel substructure module type preformed joint-assembled type frame structure
CN103061517B (en) * 2013-01-15 2015-12-02 中南大学 One kernel texture modular precast assembly node type frame construction assembling method
CN104358755A (en) * 2014-10-11 2015-02-18 谭健民 Column-beam split-level connecting component capable of being manually built and framework structure built thereby
CN105952028A (en) * 2016-05-23 2016-09-21 李雪锋 Anti-seismic heat-preservation building and construction method thereof
CN106760633A (en) * 2017-01-03 2017-05-31 南丹县住房和城乡建设局 Modular house

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Effective date of registration: 20081010

Address after: Education and training center of Shijiazhuang Railway Institute, No. 15 North Fourth Ring Road, Hebei, Shijiazhuang Province, China: 050043

Applicant after: Kong Xiang Sheng

Co-applicant after: Yu Yan

Co-applicant after: Kong Shilei

Address before: Education and training center of Shijiazhuang Railway Institute, No. 15 North Fourth Ring Road, Hebei, Shijiazhuang Province, China: 050043

Applicant before: Kong Xiang Sheng

Co-applicant before: Yu Yan

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Granted publication date: 20090603

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