CN105735524A - Wooden frame energy-consuming wall body of ancient building - Google Patents
Wooden frame energy-consuming wall body of ancient building Download PDFInfo
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- CN105735524A CN105735524A CN201610225026.5A CN201610225026A CN105735524A CN 105735524 A CN105735524 A CN 105735524A CN 201610225026 A CN201610225026 A CN 201610225026A CN 105735524 A CN105735524 A CN 105735524A
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
- E04B2/706—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with supporting function
- E04B2/707—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with supporting function obturation by means of panels
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a wooden frame energy-consuming wall body of an ancient building. The wooden frame energy-consuming wall body comprises a left wooden pillar and a right wooden pillar; the bottoms of the left wooden pillar and the right wooden pillar are connected with a ground sill through pillar base stones to be supported; a top wooden beam is arranged at the tops of the left wooden pillar and the right wooden pillar; the left wooden pillar, the right wooden pillar, the ground sill and the top wooden beam form an energy-consuming wall body supporting frame; an energy-consuming wall body main framework comprising an energy-consuming wall body outer frame and an energy-consuming wall body inner frame is arranged in the energy-consuming wall body supporting frame; shroud plates are attached onto the two sides of the energy-consuming wall body main framework; the energy-consuming wall body main framework and the shroud plates jointly form the wooden frame energy-consuming wall body of the ancient building; the wooden frame energy-consuming wall body of the ancient building is connected with the energy-saving wall body supporting frame through a bolt. The wooden frame energy-consuming wall body disclosed by the invention is smaller in lateral resistance stiffness and high in ductility and energy consumption capacity, and the structural seismic capacity and the reliability are improved. The wooden frame energy-consuming wall body is simple in structure, low in cost, convenient to construct, easy to operate and good in concealed property, can be embedded in an outsourced brick wall and can also be decorated or beautified on the outer surfaces of the shroud plate. The wooden frame energy-consuming wall body is wide in application prospect and can be used for attending the repair job of the ancient building.
Description
Technical field
The invention belongs to historic building structure reinforce and repair protection field, be specifically related to a kind of ancient building wooden frame power consumption body of wall, be suitable for tradition wood-structure old building seismic hardening and the demand of repairerment.
Background technology
China tradition wood-structure old building overwhelming majority adopts post and lintel system as by Force system, is similar to the frame structure in modern structure, and body of wall only plays fills the effect cut off, and is not subject to external loads.Only with mortise-tenon joint between beam column, not using any ironware, therefore the anti-side rigidity of whole historical timber frame is less, can produce bigger sidesway under horizontal loads.After increasing filled wall, the lateral displacement of whole pylon can be controlled, but owing to ancient architecture wall makes frequently with masonry brick or rammed earth, body of wall is wrapped up wherein by pin and sectional dimension is bigger, substantially increase the anti-side rigidity of overall timber-frame structure, thus causing that the seismic force that overall structure undertakes under geological process increases substantially, integrally-built anti-seismic performance is created adverse effect on the contrary.Therefore, how existing body of wall is carried out reasonably transformation to improve its energy dissipation capacity under the premise of inconspicuous raising body of wall anti-side rigidity, be the historic building structure key issue of repairing that protection field is urgently to be resolved hurrily.
Modern Wood building structure usually adopts wood-frame shear wall, clamping plate shear wall, shares the shearing of pylon with wood support shear wall, improves integrally-built energy dissipation capacity simultaneously.And in historic building structure field, but without the similar precedent utilizing body of wall to reach energy-dissipating and shock-absorbing effect.Therefore, explore the wall system of the highly energy-consuming of a kind of applicable historic building structure, low anti-side rigidity, become historic building structure and repair the task of top priority of protection work.
Summary of the invention
It is an object of the invention to the defect or the deficiency that overcome prior art to exist, a kind of ancient building wooden frame power consumption body of wall is provided, and adopt this modern material of high-damping rubber, power consumption and the cushioning ability of structure is increased substantially while not significantly improving pylon anti-side rigidity, realize the effective integration of the rigidity of structure, intensity and ductility, in the reinforcement means and consolidation effect of historic building structure, reach dual breakthrough.This material of high-damping rubber has good mechanical performance, in use can reach power consumption effect by deformation, and, rubber can provide bigger counter-force when stress, and can restore to the original state rapidly after external force unloads.Rubber has good physical property and chemical stability, and plasticity is strong, cold-resistant, acid and alkali-resistance, and shock resistance has good isolation property.And rubber is cheap, easy to make, use in extensive range.
The present invention is realized by following technical proposals.
A kind of ancient building wooden frame power consumption body of wall, including left pin and right pin, connect ground by stone base of column stone bottom described left pin and right pin to support, left pin and right pin top are provided with jack rafter beam, described left pin, right pin, ground and jack rafter beam constitute power consumption wall support frame, wherein: in described power consumption wall support frame, be provided with the power consumption body of wall main frame collectively constituted by power consumption body of wall outside framework and power consumption body of wall inner frame, cladding plate is posted in power consumption body of wall main frame both sides, power consumption body of wall main frame and cladding plate collectively form ancient building wooden frame power consumption body of wall, this ancient building wooden frame power consumption body of wall is bolted power consumption wall support frame.
As preferably, described power consumption body of wall outside framework is included the wall bone back timber connected with jack rafter beam and the wall bone bottom girder connected with ground, wall bone back timber and wall bone bottom girder both ends and is connected with the left post of wall bone and the right post of wall bone respectively by lead-rubber connector；Described wall bone back timber, the left post of wall bone, the right post of wall bone, wall bone bottom girder section thickness are equivalently-sized, and depth of section is 2～3 times of section thickness, and length is with post height and beam span.
As preferably, described wall bone back timber, the left post of wall bone, the right post of wall bone and wall bone bottom girder are identical structure, its two ends are provided with the stripe board of connecting portion, its one end is fourth of the twelve Earthly Branches mouth, the other end is tenon, offering circular hole on fourth of the twelve Earthly Branches mouth and tenon, and imbed lead-rubber connector in Tenon connects circular hole, fourth of the twelve Earthly Branches mouth and tenon Tenon successively connects.
As preferably, described lead-rubber connector is made up of rubber ring and lead for retractable pencil, and lead for retractable pencil is built among rubber ring.
As preferably, described power consumption body of wall inner frame includes the four wall bone diagonal braces in cross distribution connected by central connector, four wall bone diagonal braces are arranged along the diagonal of power consumption body of wall outside framework respectively, and four wall bone diagonal brace ends are connected with inside body of wall outer frame corner part respectively through wood angle brace.
As preferably, perforate and the structure with four anchor-shaped arms centered by described central connector.
As preferably, described wood angle brace is be arranged symmetrically with the triangular prism structure with limiting stand in opposite directions a pair, and the bottom surface of triangular prism is provided with positioning table, is connected with body of wall outer frame corner part by the screw on bolt-through positioning table.
As preferably, described wall bone diagonal brace one end is T-type structure, and the other end is Mantidis hair style tenon；T-shaped end is embedded in the framework that described wood angle brace limiting stand is constituted, and T-shaped end is by two symmetrical big power consumption rubber blankets and little power consumption rubber blanket wedging；Mantidis hair style tenon is embedded between the adjacent anchor-shaped arm of described central connector, adopts mortise-tenon joint and is fixed by self-tapping screw.
As preferably, the rubber blanket that consumes energy greatly, little power consumption rubber blanket, lead-rubber connector and central connector adopt butyl rubber, brombutyl or chlorinated scoline material.
As preferably, the cladding plate on the main frame surface being coated on described body of wall is fixed on body of wall outside framework by nail；Cladding plate adopts plasterboard material.
The present invention is main dissipative member with timber for body of wall main frame, rubber and lead for retractable pencil, with plasterboard for main fire retarding component.Mortise-tenon joint is passed through between each parts of body of wall main frame, wall bone back timber, wall bone bottom girder, the left post of wall bone, the right post two ends perforate of wall bone also offer tenon and fourth of the twelve Earthly Branches mouth is connected between two respectively, osseotomy site is filled fixing with lead-rubber, wall bone diagonal brace one end, four diagonal angles is connected by Mantidis head Tenon joint form with central connector, and the other end is fixed on structure corner by wood angle brace and big small rubber power consumption pad.The high resilience of rubber power consumption pad and central connector and large deformation feature reduce the anti-side rigidity of body of wall, and the lead-rubber being arranged on body of wall main frame corner achieves the energy-dissipating and shock-absorbing performance of body of wall in the compression that shearing lag return deformation and rubber power consumption are padded.Body of wall main frame is connected fixing by shank of bolt with the wooden frame trestle of historic building structure, it is ensured that the globality that power consumption body of wall is connected with the wooden frame of historic building structure.
The invention has the beneficial effects as follows: the wooden frame power consumption body of wall anti-side rigidity of the present invention is less, there is higher ductility and energy dissipation capacity, the seismic response of structure be can significantly reduce under the premise of inconspicuous raising historic building structure anti-side rigidity, shock resistance and the reliability of structure improved.Meet the fire safety demands of timber buildings.Present configuration form is simple, construct simple and convenient easily operated, adopt Tenon or mechanical connection between component, prefabricated in bulk can be shifted to an earlier date, artificial Fast Installation and dismounting at the scene can be passed through, in use or can arbitrarily replace internals after shake between each component.Good concealment of the present invention, can inlay in the process of rehabilitating historic building and be built among outsourcing brick wall, also can carry out the decoration of necessity at cladding plate outer surface or beautify, not affect the original style and features of ancient building.The present invention is all made cheap by timber and rubber, and material is easy to obtain.Wooden frame of the present invention power consumption wall application prospect is extensive, both can participate in the repair of ancient building, it is also possible to play a role in Modern Wood Construction.
Accompanying drawing explanation
Fig. 1 is ancient building wooden frame of the present invention power consumption body of wall example structure schematic diagram；
Fig. 2 is A-A sectional view in Fig. 1；
Fig. 3 is that in Fig. 1 namely consume energy body of wall pillar of main frame and ancient building cylinder junction enlarged diagram at B place；
Fig. 4 is embodiment of the present invention power consumption body of wall main frame structure organigram；
Fig. 5 is embodiment of the present invention body of wall main frame wall bone back timber and wall bone structure of bottom girder schematic diagram, and Fig. 5 (a) is front view, and Fig. 5 (b) is top view, and Fig. 5 (c) is side view；
Fig. 6 is the embodiment of the present invention body of wall main frame left post of wall bone and the right rod structure schematic diagram of wall bone, and Fig. 6 (a) is front view, and Fig. 6 (b) is side view, and Fig. 6 (c) is top view；
Fig. 7 is embodiment of the present invention lead-rubber connecting piece structure schematic diagram, and what Fig. 7 (a) was is front view, and Fig. 7 (b) is side view；
Fig. 8 is big power consumption rubber blanket organigram in embodiment of the present invention body of wall, and Fig. 8 (a) is front view, and Fig. 8 (b) is right side view, and Fig. 8 (c) is underside view；
Fig. 9 is the medium and small power consumption rubber blanket organigram of embodiment of the present invention body of wall, and Fig. 9 (a) is front view, and Fig. 9 (b) is side view；
Figure 10 is embodiment of the present invention body of wall wood angle brace organigram, and Figure 10 (a) is front view, and Figure 10 (b) is right side view, and Figure 10 (c) is underside view；
Figure 11 is embodiment of the present invention body of wall central connector organigram, and Figure 11 (a) is front view, and Figure 11 (b) is right side view, and Figure 11 (c) is underside view.
Figure 12 is wooden frame diagonal brace organigram in embodiment of the present invention body of wall, and Figure 12 (a) is front view, and Figure 12 (b) is right side view, and Figure 12 (c) is underside view.
Accompanying drawing labelling in figure represents respectively: 1, jack rafter beam；2, left pin；3 ground；4, right pin；5, stone base of column stone；6, wall bone back timber；7, the left post of wall bone；8, the right post of wall bone；9, wall bone bottom girder；10, lead-rubber connector；11, consume energy greatly rubber blanket；12, wood angle brace；12-1, limiting stand；12-2, positioning table；13, little power consumption rubber blanket；14, wall bone diagonal brace；15, central connector；16, cladding plate, 17, rubber ring, 18, lead for retractable pencil.
Detailed description of the invention
Below in conjunction with drawings and Examples, the invention will be described in further detail, but is not intended as invention is done the foundation of any restriction.
As it is shown in figure 1, a kind of ancient building wooden frame power consumption body of wall, including the left pin 2 on ancient building and right pin 4, connecting ground 3 by stone base of column stone 5 and support bottom described left pin 2 and right pin 4, left pin 2 and right pin 4 top are provided with jack rafter beam 1；It is flat on stone base of column stone 5 end face at the bottom of described left pin 2 and right pin 4 post.Described ground 3 is flat on the ground between stone base of column stone 5, next-door neighbour stone base of column stone 5 side, two ends, ground about 3.By described left pin 2, right pin 4,3 and jack rafter beam 1 constitute power consumption wall support frame.
The power consumption body of wall main frame collectively constituted by power consumption body of wall outside framework and power consumption body of wall inner frame it is provided with in power consumption wall support frame, cladding plate 16 is posted in power consumption body of wall main frame both sides, power consumption body of wall main frame and cladding plate 16 collectively form ancient building wooden frame power consumption body of wall, and this ancient building wooden frame power consumption body of wall is bolted power consumption wall support frame.
Wherein, power consumption body of wall outside framework includes the wall bone back timber 6 connected with jack rafter beam 1 and the wall bone bottom girder 9 connected with ground 3, wall bone back timber 6 and wall bone bottom girder 9 both ends are connected with the right post 8 of the left post of wall bone 7 and wall bone respectively by lead-rubber connector 10, form the present invention and consume energy body of wall outside framework.Described wall bone back timber 6, the left post of wall bone 7, the right post 8 of wall bone and wall bone bottom girder 9 section thickness take same size, and span is 50mm～300mm, and depth of section is 2～3 times of section thickness, and length is with post height and beam span.
Wherein, power consumption body of wall inner frame includes the four wall bone diagonal braces 14 in cross distribution connected by central connector 15, four wall bone diagonal braces 14 are arranged along the diagonal of power consumption body of wall outside framework respectively, and four wall bone diagonal brace 14 ends are connected with inside body of wall outer frame corner part respectively through wood angle brace 12.Wherein, wall bone diagonal brace 14 end is T-type structure, and T-shaped end is embedded in the framework of wood angle brace 12, and T-shaped end top sets two symmetrical big power consumption rubber blankets 11, set two symmetrical little power consumption rubber blankets 13 inside T-shaped end, wall bone diagonal brace 14 is fixed in the framework of wood angle brace 12.
Power consumption body of wall outside framework and power consumption body of wall inner frame have collectively constituted the present invention and have consumed energy body of wall main frame, as shown in Figure 4.
It addition, cladding plate 16 is attached to the both sides of wall bone back timber 6, as shown in Figure 2.
The present invention consumes energy the left post of wall bone described in body of wall main frame 7 and the right post of wall bone 8 is close to left pin 2 right lateral surface and right pin 4 left-hand face respectively, and is connected fixing by bolt-through pin, and signal is amplified as shown in Figure 3 in junction.The connecting bolt shank diameter of body of wall main frame wall column and ancient building cylinder is less than or equal to 12mm, and pitch of bolts is less than or equal to 180mm.Wall bone back timber 6 and wall bone bottom girder 9 are close to jack rafter beam 1 lower surface and ground 3 upper surfaces respectively.Cladding plate 16 is coated on body of wall main frame surface, and is fixed on power consumption body of wall outside framework by nail.Nail length 70～350mm, nail be smaller than 200mm.Cladding plate 16 should adopt plasterboard, and thickness is be more than or equal to 12mm.A cladding plate 16 surrounding determining deviation reserved with body of wall outside framework limit outer rim, spacing is 10～15mm.Wall bone back timber 6, the left post of wall bone 7, the right post 8 of wall bone, wall bone bottom girder 9, wall bone diagonal brace 14, wood angle brace 12 adopt the moisture content timber less than or equal to 20%.
Connection wall bone back timber 6 of the present invention, the left post of wall bone 7, the right post 8 of wall bone and wall bone bottom girder 9 are symmetrical structure, it it is the stripe board being provided with connecting portion for two ends, its one end is fourth of the twelve Earthly Branches mouth, the other end is tenon, circular hole offered by fourth of the twelve Earthly Branches mouth and tenon, and in Tenon connects circular hole, imbed lead-rubber connector 10, fourth of the twelve Earthly Branches mouth and tenon Tenon successively connects, and structure is shown in shown in Fig. 5 (a)-(c), Fig. 6 (a)-(c).
Lead-rubber connector 10 of the present invention is made up of rubber ring 17 and lead for retractable pencil 18, and lead for retractable pencil 18 is built among rubber ring 17, and its structure is shown in shown in Fig. 7 (a)-(b).The height of described lead-rubber connector 10 and wall bone back timber 6 are with thick, and external diameter 30～40mm highly less of wall bone back timber 3, built-in lead core diameter takes the 1/2 of lead-rubber connector 10 external diameter.
Wood angle brace 12 of the present invention with big power consumption rubber blanket 11 and each two of little power consumption rubber blanket 13 are set in the space being connected inside body of wall outer frame corner part, with the space inside infilled wall bone diagonal brace 14 end and wood angle brace 12 body of wall outer frame corner part, and extruding is closely.
The big structure consuming energy rubber blanket 11 is shown in shown in Fig. 8 (a)-(c), and for semi-cylindrical, the big thickness consuming energy rubber blanket 11 is 50mm～300mm, and diameter is 140mm～900mm, and straight flange length is 100mm～600mm.
The structure of little power consumption rubber blanket 13 is shown in shown in Fig. 9 (a)-(b), and for cylindric, little power consumption rubber blanket 13 diameter takes big the 1/2 of rubber blanket 11 diameter that consumes energy.The height of big power consumption rubber blanket 11 and little power consumption rubber blanket 13 and wall bone back timber are with thick.Big power consumption rubber blanket 11, little power consumption rubber blanket 13, lead-rubber connector 10 and central connector 15 should adopt the macromolecule high damping materials such as butyl rubber, brombutyl or chlorinated scoline.
The wooden angle brace 12 of the present invention is the triangular prism structure being arranged symmetrically with in opposite directions with limiting stand 12-1 for a pair, and the bottom surface of triangular prism is provided with positioning table 12-2, is connected with body of wall outer frame corner part by the screw on bolt-through positioning table 12-2.The structure of monomer wood angle brace 12 is shown in shown in Figure 10 (a)-(c).
Central connector 15 structure is shown in shown in Figure 11 (a)-(c), perforate and the structure with four anchor-shaped arms centered by central connector 15.
The structure of wall bone diagonal brace 14 is shown in shown in Figure 12 (a)-(c), one section of wall bone diagonal brace 14 is T-shaped, the other end is Mantidis hair style tenon, Mantidis hair style tenon both sides are provided with chamfering, wall bone diagonal brace 14 Mantidis hair style tenon embeds between the adjacent anchor-shaped arm of central connector 15, adopts mortise-tenon joint and is fixed by self-tapping screw.Wall bone diagonal brace 14T type end is withstood by two wooden angle brace 12 limiting stand 12-1 arranged in opposite directions, and is filled in by two pairs of big power consumption rubber blankets 11 and little power consumption rubber blanket 13 in wood angle brace 12 and wall bone diagonal brace 14T type end space.Shown in Fig. 4, after being arranged symmetrically with wood for a pair in opposite directions the limiting stand 12-1 of angle brace 12 connecting with the wall bone diagonal brace arm of wall bone diagonal brace 14T type end, form firm body of wall inner frame support.
The Mantidis hair style tenon dimension scale of wall bone diagonal brace 14 makes by Ying Fashi regulation, and the other end does T connector, choose outside T connector that length is wall bone diagonal brace 14 width 1/2.Wall bone diagonal brace cross-sectional width and wall bone back timber are with thick, and length is 700mm～3000mm.
Connecting bolt shank diameter between wood angle brace 12 and main frame corner is less than or equal to 12mm, and pitch of bolts is less than or equal to 180mm.Self-tapping screw diameter between wall bone diagonal brace 14 and central connector 15 is not less than 6mm, and length is 50～90mm, and spacing is 15～25mm.
Central connector 15 adopts elastomeric material, center to offer circular hole, and aperture is 100～250mm, and four Mantidis hair style fourth of the twelve Earthly Branches mouths are opened at edge, and size is with wall bone diagonal brace 14 end Mantidis hair style tenon.Described central connector 15 thickness is 50mm～300mm, and diameter is 300mm～600mm.
The present invention can inlay and be built among outsourcing brick wall, also can carry out the decoration of necessity at cladding plate outer surface or beautify, not affect the original style and features of ancient building.And inlay, decorate or beautify the use without influence on the present invention.
Should be understood that; the foregoing is only the present invention preferably detailed description of the invention; but protection scope of the present invention is not limited thereto; any those familiar with the art is in the technical scope that the invention discloses; improvement, retouching, change or the replacement that can readily occur under the premise without departing from the principles of the invention, all should be encompassed within protection scope of the present invention.The all available prior art means of each ingredient not clear and definite in the present embodiment are realized.
Claims (10)
1. an ancient building wooden frame power consumption body of wall, including left pin (2) and right pin (4), described left pin (2) and right pin (4) bottom connect ground (3) by stone base of column stone (5) and support, left pin (2) and right pin (4) top are provided with jack rafter beam (1), described left pin (2), right pin (4), ground (3) and jack rafter beam (1) constitute power consumption wall support frame, it is characterized in that: in described power consumption wall support frame, be provided with the power consumption body of wall main frame collectively constituted by power consumption body of wall outside framework and power consumption body of wall inner frame, cladding plate is posted in power consumption body of wall main frame both sides, power consumption body of wall main frame and cladding plate collectively form ancient building wooden frame power consumption body of wall, this ancient building wooden frame power consumption body of wall is bolted power consumption wall support frame.
2. a kind of ancient building wooden frame power consumption body of wall according to claim (1), it is characterized in that: described power consumption body of wall outside framework is included wall bone back timber (6) connected with jack rafter beam (1) and wall bone bottom girder (9) connected with ground (3), wall bone back timber (6) and wall bone bottom girder (9) both ends and is connected with the left post of wall bone (7) and the right post of wall bone (8) respectively by lead-rubber connector (10)；Described wall bone back timber (6), the left post of wall bone (7), the right post of wall bone (8), wall bone bottom girder (9) section thickness are equivalently-sized, and depth of section is 2～3 times of section thickness, and length is with post height and beam span.
3. a kind of ancient building wooden frame power consumption body of wall according to claim (2), it is characterized in that: described wall bone back timber (6), the left post of wall bone (7), the right post of wall bone (8) and wall bone bottom girder (9) are identical structure, its two ends are provided with the stripe board of connecting portion, its one end is fourth of the twelve Earthly Branches mouth, the other end is tenon, fourth of the twelve Earthly Branches mouth and tenon offer circular hole, and in Tenon connects circular hole, imbed lead-rubber connector (10), fourth of the twelve Earthly Branches mouth and tenon Tenon successively connects.
4. a kind of ancient building wooden frame power consumption body of wall according to claim (2), it is characterized in that: described lead-rubber connector (10) is made up of rubber ring (17) and lead for retractable pencil (18), and lead for retractable pencil (18) is built among rubber ring (17).
5. a kind of ancient building wooden frame power consumption body of wall according to claim (1), it is characterized in that: described power consumption body of wall inner frame includes four walls bone diagonal brace (14) in cross distribution connected by central connector (15), four walls bone diagonal brace (14) are arranged along the diagonal of power consumption body of wall outside framework respectively, and four wall bone diagonal brace (14) ends are connected with inside body of wall outer frame corner part respectively through wood angle brace (12).
6. a kind of ancient building wooden frame power consumption body of wall according to claim (5), it is characterised in that: perforate and the structure with four anchor-shaped arms centered by described central connector (15).
7. a kind of ancient building wooden frame power consumption body of wall according to claim (5), it is characterized in that: described wood angle brace (12) is be arranged symmetrically with the triangular prism structure with limiting stand (12)-(1) for a pair in opposite directions, the bottom surface of triangular prism is provided with positioning table (12)-(2), is connected with body of wall outer frame corner part by the screw on bolt-through positioning table.
8. a kind of ancient building wooden frame power consumption body of wall according to claim (6) or (7), it is characterised in that: described wall bone diagonal brace (14) one end is T-type structure, and the other end is Mantidis hair style tenon；T-shaped end is embedded in the framework that described wood angle brace (12) limiting stand (12)-(1) is constituted, and T-shaped end passes through two symmetrical rubber blankets that consume energy greatly (11) and little power consumption rubber blanket (13) wedging；Mantidis hair style tenon is embedded between the adjacent anchor-shaped arm of described central connector (15), adopts mortise-tenon joint and is fixed by self-tapping screw.
9. a kind of ancient building wooden frame power consumption body of wall according to claim (8), it is characterised in that: the rubber blanket (11) that consumes energy greatly, little power consumption rubber blanket (13), lead-rubber connector (10) and central connector (15) adopt butyl rubber, brombutyl or chlorinated scoline material.
10. a kind of ancient building wooden frame power consumption body of wall according to claim (1), it is characterised in that: the cladding plate (16) on the main frame surface being coated on described body of wall is fixed on body of wall outside framework by nail；Cladding plate (16) adopts plasterboard material.
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106285139A (en) * | 2016-09-18 | 2017-01-04 | 西安建筑科技大学 | One wears bucket type wood-structure old building pylon power consumption bracing means and erection method |
| CN109339296A (en) * | 2018-12-07 | 2019-02-15 | 南京林业大学 | A kind of timber structure antidetonation wall |
| CN109914846A (en) * | 2019-03-22 | 2019-06-21 | 西安建筑科技大学 | It is a kind of tradition timber structure in brick setting fill wall plane external reinforcement device |
| CN110374258A (en) * | 2019-08-02 | 2019-10-25 | 张藏柳 | A kind of wood siding wall with repairing resistance to compression support function |
| CN112575893A (en) * | 2020-12-18 | 2021-03-30 | 同济大学 | Brick masonry filler wood frame wall |
| CN113944341A (en) * | 2021-10-14 | 2022-01-18 | 北京工业大学 | Assembled truss type shear force wall reinforcing apparatus |
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| CN106285139A (en) * | 2016-09-18 | 2017-01-04 | 西安建筑科技大学 | One wears bucket type wood-structure old building pylon power consumption bracing means and erection method |
| CN106285139B (en) * | 2016-09-18 | 2018-08-24 | 西安建筑科技大学 | One kind wearing bucket type wood-structure old building pylon energy consumption bracing means and erection method |
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| CN109914846A (en) * | 2019-03-22 | 2019-06-21 | 西安建筑科技大学 | It is a kind of tradition timber structure in brick setting fill wall plane external reinforcement device |
| CN109914846B (en) * | 2019-03-22 | 2024-06-07 | 西安建筑科技大学 | External reinforcing device for brick masonry infilled wall plane in traditional wood structure |
| CN110374258A (en) * | 2019-08-02 | 2019-10-25 | 张藏柳 | A kind of wood siding wall with repairing resistance to compression support function |
| CN112575893A (en) * | 2020-12-18 | 2021-03-30 | 同济大学 | Brick masonry filler wood frame wall |
| CN113944341A (en) * | 2021-10-14 | 2022-01-18 | 北京工业大学 | Assembled truss type shear force wall reinforcing apparatus |
| CN113944341B (en) * | 2021-10-14 | 2022-11-18 | 北京工业大学 | Assembled truss type shear force wall reinforcing apparatus |
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