CN211816949U - Wood frame module for archaizing building construction - Google Patents

Wood frame module for archaizing building construction Download PDF

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Publication number
CN211816949U
CN211816949U CN201921858847.8U CN201921858847U CN211816949U CN 211816949 U CN211816949 U CN 211816949U CN 201921858847 U CN201921858847 U CN 201921858847U CN 211816949 U CN211816949 U CN 211816949U
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Prior art keywords
column
supporting
tie
roof
building construction
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CN201921858847.8U
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Chinese (zh)
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姚莉
毛丹玉
徐红
刘冬媛
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Suzhou Yuanguan Mood Landscape Architecture Design Co ltd
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Suzhou Yuanguan Mood Landscape Architecture Design Co ltd
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Abstract

The utility model discloses a timber frame module for archaize building construction relates to the engineering design field, aims at solving the problem that the work progress is more wasted time and energy, and its technical scheme main points are: including the ground, be equipped with a plurality of support columns on the ground and set up the roof on support column top, the top of support column is connected with a supporting beam through the joint subassembly, the joint subassembly include with support column fixed connection's backup pad, the caulking groove has been seted up to a supporting beam's bottom, be equipped with the studded column of embedding caulking groove in the backup pad, be equipped with the limiting plate that is located the studded column both sides in the backup pad, the limiting plate is connected with a supporting beam, be equipped with the supporting component who. The utility model discloses a structure of joint realizes being connected of backup pad and beam column, beam column and tie-beam and back timber to guarantee better joint strength to beam column and tie-beam through the reinforcement, fix a position and fix when making things convenient for the beam column installation through the limiting plate.

Description

Wood frame module for archaizing building construction
Technical Field
The utility model relates to an engineering design technical field, more specifically say, it relates to a timber frame module for archaize building construction.
Background
The ancient buildings refer to civil buildings and public buildings before the construction of the country with historical significance, the ancient buildings comprise buildings in the period of the country, and in China, a plurality of ancient towns and most of large cities still retain some ancient buildings, however, in the modern times of the great popularity and the civil engineering, along with the transition of the years, a plurality of ancient buildings do not exist, and in the face of the embarrassment that history does not see history and culture does not see culture landscape, a plurality of experts and citizens call for restoring original history and style, and the ancient buildings in China are from the original society, are in a bearing way, take a wood frame as the main structural mode, create various planes and appearances adaptive to the structure, and form a unique style.
Aiming at the problems, the Chinese patent with the publication number of CN208563558U discloses a wood frame module for archaize building construction, which has the technical key points that: the column base is installed at the top of ground, and two piece at least support columns are installed at the top of column base, and the girder level is arranged and is connected with the support column top that is located its below through the fixed slot, and at least a pair of hump post is installed through first fixed station symmetry in the top of girder, and the connection platform is installed at the top of hump post, and the top of connecting the platform cooperatees with the roof.
This scheme has solved the problem that the work progress is more wasted time and energy, simultaneously the utility model provides a new technical scheme solves above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art exists, the utility model aims to provide a timber frame module for archaize building construction realizes being connected of backup pad and beam column, beam column and tie-beam and back timber through the structure of joint to guarantee better joint strength to beam column and tie-beam through the reinforcement, fix a position and fix when making things convenient for the beam column installation through the limiting plate.
The above technical purpose of the present invention can be achieved by the following technical solutions: the utility model provides a timber frame module for archaize building construction, includes the ground, be equipped with a plurality of support columns on the ground and set up the roof on support column top, the top of support column is connected with a supporting beam through the joint subassembly, the joint subassembly include with support column fixed connection's backup pad, the caulking groove has been seted up to a supporting beam's bottom, be equipped with the studded column of embedding caulking groove in the backup pad, be equipped with the limiting plate that is located the studded column both sides in the backup pad, the limiting plate is connected with a supporting beam, be equipped with the supporting component who is used for supporting.
Through adopting above-mentioned technical scheme, through setting up two limiting plates in the backup pad, can play the spacing effect of direction, make a supporting beam can be quick install in the backup pad, through the setting of the caulking groove of a supporting beam bottom with the inserted column in the backup pad, make a supporting beam carry out the joint with the backup pad, and carry on spacingly to a supporting beam through the limiting plate, improved the efficiency of people installation and make a firm connection of supporting beam on the support column, and play better supporting role to the roof through supporting component.
The utility model discloses further set up to: the limiting plate is provided with a first penetrating fixing hole, the supporting beam is provided with a second fixing hole communicated with the first fixing hole, and a fixing pin penetrating through the first fixing hole and the second fixing hole is fixedly connected to the inside of the first fixing hole.
Through adopting above-mentioned technical scheme, when the fixed pin runs through fixed orifices one and fixed orifices two, strengthen the joint strength between limiting plate and the supporting beam to under the synchronization of studded column and caulking groove, make supporting beam firm connection more on the support column.
The utility model discloses further set up to: the supporting component comprises a beam column, a triangular beam mechanism is clamped on the beam column, and one end, far away from the beam column, of the beam mechanism is clamped with the roof.
Through adopting above-mentioned technical scheme, play better supporting role to the roof through the beam column to the joint has crossbeam mechanism on the beam column, makes things convenient for being connected of beam column and crossbeam mechanism through the mode of joint, and crossbeam mechanism keeps away from the one end and the roof joint of beam column, further strengthens the stability on roof.
The utility model discloses further set up to: crossbeam mechanism includes that a plurality of roots run through the tie-beam of beam column, and is a plurality of the tie-beam shortens from the supporting beam to the roof gradually, a plurality of constant head tanks have been seted up towards one side of tie-beam in the roof, the draw-in groove has been seted up towards one side of tie-beam in the constant head tank, the one end that the beam column was kept away from to the tie-beam is equipped with the cardboard that inlays in the draw-in groove.
Through adopting above-mentioned technical scheme, the roof is passed through the constant head tank and is connected with the both ends of tie-beam, and through the setting of draw-in groove and cardboard, realizes tie-beam and roof joint, makes things convenient for people's installation on the one hand, and on the other hand guarantees the joint strength on tie-beam and roof.
The utility model discloses further set up to: the connecting beam is provided with a plurality of limiting grooves, the limiting grooves are located on two sides of the beam column respectively, reinforcing parts penetrating through the connecting beams are connected in the limiting grooves, and the reinforcing parts are connected with the beam column in a clamped mode.
Through adopting above-mentioned technical scheme, through the setting of spacing groove and reinforcement, can increase the joint strength between a plurality of tie-beams to two reinforcements pass through the spacing groove and are located the both sides of beam column respectively and with beam column joint, thereby guarantee that the tie-beam can not appear sliding in the installation.
The utility model discloses further set up to: the both sides of beam column are seted up along the spout that its length direction set up, reinforcement sliding connection is in the spout.
Through adopting above-mentioned technical scheme, the spout that sets up along its length direction is seted up to the both sides of beam column for reinforcement ability sliding connection can play the guide effect to the installation of reinforcement in the spout, and through the area of contact of spout increase reinforcement and beam column, further strengthen the joint strength of tie-beam and beam column through the reinforcement.
The utility model discloses further set up to: and two ends of the reinforcing piece are respectively connected with the roof and the supporting beam.
Through adopting above-mentioned technical scheme, the both ends of reinforcement are connected with roof and a supporting beam respectively, can not only play the supporting role through the reinforcement to can restrict the reinforcement between a supporting beam and roof, thereby guarantee the joint strength of beam column and tie-beam.
The utility model discloses further set up to: the roof comprises a plurality of herringbone top beams, and a plurality of support rods are connected between every two adjacent top beams.
Through adopting above-mentioned technical scheme, the roof comprises roof beam and a plurality of bracing piece that are the chevron shape, thereby can alleviate the weight on roof and reduce the focus of building, prevent that the too high condition that leads to appearing empting of focus from appearing in the building.
To sum up, the utility model discloses following beneficial effect has:
through set up two limiting plates in the backup pad, can play the spacing effect of direction, make a supporting beam can be quick install in the backup pad, caulking groove through the studded column in the backup pad and a supporting beam bottom, make a supporting beam carry out the joint with the backup pad, and carry on spacingly to a supporting beam through the limiting plate, the efficiency of people's installation has been improved and make a supporting beam firm connection on the support column, and play better supporting role to the roof through supporting component, when the fixed pin runs through fixed orifices one and fixed orifices two, strengthen the joint strength between limiting plate and the supporting beam, and under the synchronization of studded column and caulking groove, make a supporting beam more firm connection on the support column.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is an enlarged view of portion A of FIG. 1;
FIG. 3 is an exploded view of the present invention;
FIG. 4 is an enlarged view of the portion B of FIG. 3;
fig. 5 is an enlarged schematic view of the portion C of fig. 3.
In the figure: 1. a foundation; 2. a support pillar; 3. a roof; 4. a support beam; 5. a support plate; 6. embedding a column; 7. a limiting plate; 8. a first fixing hole; 9. a beam column; 10. a connecting beam; 11. positioning a groove; 12. clamping a plate; 13. a limiting groove; 14. a reinforcement; 15. a chute; 16. a top beam; 17. a support rod.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings and examples.
A wood frame module for archaizing building construction is shown in figures 1 to 5, and comprises a foundation 1, wherein a plurality of supporting columns 2 and a roof 3 arranged at the top ends of the supporting columns 2 are arranged on the foundation 1, the roof 3 comprises a plurality of herringbone top beams 16, a plurality of supporting rods 17 are connected between the adjacent top beams 16, the top ends of the supporting columns 2 are connected with supporting beams 4 through clamping components, each clamping component comprises a supporting plate 5 fixedly connected with the corresponding supporting column 2, the bottom end of each supporting beam 4 is provided with an embedded groove, each supporting plate 5 is provided with an embedded column 6 embedded into the corresponding embedded groove, each supporting plate 5 is provided with a limiting plate 7 positioned at two sides of the corresponding embedded column 6, each limiting plate 7 is provided with a first through fixing hole 8, each supporting beam 4 is provided with a second fixing hole communicated with the first fixing hole 8, a fixing pin penetrating through the first fixing hole 8 and the second fixing hole is fixedly connected in the first, the joint has crossbeam mechanism on beam column 9, crossbeam mechanism includes that a plurality of roots run through the tie-beam 10 of beam column 9, a plurality of tie-beams 10 shorten gradually to roof 3 from a supporting beam 4, a plurality of constant head tanks 11 have been seted up towards one side of tie-beam 10 to roof 3, the draw-in groove has been seted up towards one side of tie-beam 10 of constant head tank 11, the one end that beam column 9 was kept away from to tie-beam 10 is equipped with the cardboard 12 that inlays in the draw-in groove, be equipped with a plurality of spacing grooves 13 on the tie-beam 10, two spacing grooves 13 are located the both sides of beam column 9 respectively, spout 15 along its length direction setting is seted up to the both sides of beam column 9, and spout 15 switches on with spacing groove 13, spacing groove 13 in-connection has the reinforcement 14 that runs through a plurality of tie- beam 10, 14 sliding connection is in spout.
People firstly install a supporting column 2 on a foundation 1, then place a supporting beam 4 above the supporting column 2, enable the supporting beam 4 to be connected with a supporting plate 5 at the top end of the supporting column 2 in a clamping way through an embedded groove and an embedded column 6, and enable the supporting beam 4 to play a limiting and guiding role through two limiting plates 7 at the top end of the supporting plate 5, so that when the supporting beam 4 is installed, the supporting beam 4 can be quickly and accurately connected with the supporting plate 5, when the supporting beam 4 is connected with the supporting plate 5 in a clamping way, the limiting plates 7 are positioned at two sides of the supporting beam 4 and are attached to the supporting beam 4, and a fixing hole II and a fixing hole I8 which are mutually communicated are arranged on the supporting beam 4 and the limiting plates 7, and a fixing pin penetrates through the fixing hole I8 and the fixing hole II and is in interference fit with the fixing hole I8 and the fixing hole II, so that a, four connecting beams 10 penetrate through a beam column 9, and the four connecting beams 10 are gradually shortened from a supporting beam 4 to the top end of the beam column 9, so that the connecting beams 10 are triangular, when the connecting beams 10 are clamped with the beam column 9 and limiting grooves 13 on the connecting beams 10 are positioned on two sides of the beam column 9 and are mutually communicated with sliding grooves 15, reinforcing members 14 are inserted into the limiting grooves 13 and the sliding grooves 15 from the top end of the beam column 9 along the sliding grooves 15, the reinforcing members 14 can play a limiting role and can clamp the connecting beams 10 with the beam column 9, so that people can conveniently install the connecting beams 10, then herringbone top beams 16 are connected with the connecting beams 10, as one end of the connecting beam 10 far away from the beam column 9 is attached to a positioning groove 11 on the ground of the top beam 16 and is embedded into a clamping groove on the top beam 16 through clamping plates 12 on the connecting beams 10, the herringbone top beam 16 and the connecting beams 10 are ensured to have good connection strength, and finally, penetrating a plurality of support rods 17 through the two adjacent top beams 16 to finish the installation of the timber frame module.
It is above only the utility model discloses a preferred embodiment, the utility model discloses a scope of protection does not only confine above-mentioned embodiment, the all belongs to the utility model discloses a technical scheme under the thinking all belongs to the utility model discloses a scope of protection. It should be noted that, for those skilled in the art, various modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.

Claims (8)

1. The utility model provides a timber frame module for archaize building construction, includes ground (1), be equipped with a plurality of support columns (2) on ground (1) and set up roof (3) on support column (2) top, its characterized in that: the top of support column (2) is connected with a supporting beam (4) through the joint subassembly, the joint subassembly include backup pad (5) with support column (2) fixed connection, and the caulking groove has been seted up to the bottom of a supporting beam (4), be equipped with on backup pad (5) and inlay the caulking groove stud (6), be equipped with limiting plate (7) that are located caulking stud (6) both sides on backup pad (5), limiting plate (7) are connected with a supporting beam (4), be equipped with the supporting component who is used for supporting roof (3) on a supporting beam (4).
2. The timber frame module for archaizing building construction according to claim 1, wherein: the limiting plate (7) is provided with a first fixing hole (8) in a penetrating mode, the supporting beam (4) is provided with a second fixing hole which is communicated with the first fixing hole (8), and the first fixing hole (8) and the second fixing hole are fixedly connected with fixing pins in the first fixing hole (8) in a penetrating mode.
3. A timber frame module for archaizing building construction according to claim 2, wherein: the supporting component comprises a beam column (9), a triangular beam mechanism is connected to the beam column (9) in a clamped mode, and one end, far away from the beam column (9), of the beam mechanism is connected with the roof (3) in a clamped mode.
4. A timber frame module for archaizing building construction according to claim 3, wherein: crossbeam mechanism includes that a plurality of roots run through tie-beam (10) of beam column (9), and is a plurality of tie-beam (10) shortens from a supporting beam (4) to roof (3) gradually, roof (3) have seted up a plurality of constant head tanks (11) towards one side of tie-beam (10), the draw-in groove has been seted up to one side of constant head tank (11) towards tie-beam (10), the one end that beam column (9) were kept away from in tie-beam (10) is equipped with cardboard (12) that inlays in the draw-in groove.
5. A timber frame module for archaizing building construction according to claim 4 wherein: be equipped with a plurality of spacing grooves (13) on tie-beam (10), two spacing groove (13) are located the both sides of beam column (9) respectively, spacing groove (13) in-connection has reinforcement (14) that runs through a plurality of tie-beam (10), reinforcement (14) and beam column (9) joint.
6. A timber frame module for archaizing building construction according to claim 5 wherein: the beam column is characterized in that sliding grooves (15) are formed in two sides of the beam column (9) and arranged along the length direction of the beam column, and the reinforcing piece (14) is connected in the sliding grooves (15) in a sliding mode.
7. A timber frame module for archaizing building construction according to claim 6 wherein: the two ends of the reinforcing piece (14) are respectively connected with the roof (3) and the supporting beam (4).
8. The timber frame module for archaizing building construction according to claim 7, wherein: the roof (3) comprises a plurality of herringbone top beams (16), and a plurality of support rods (17) are connected between every two adjacent top beams (16).
CN201921858847.8U 2019-10-31 2019-10-31 Wood frame module for archaizing building construction Active CN211816949U (en)

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Application Number Priority Date Filing Date Title
CN201921858847.8U CN211816949U (en) 2019-10-31 2019-10-31 Wood frame module for archaizing building construction

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Application Number Priority Date Filing Date Title
CN201921858847.8U CN211816949U (en) 2019-10-31 2019-10-31 Wood frame module for archaizing building construction

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113605543A (en) * 2021-08-11 2021-11-05 青岛文锦建设集团有限公司 Mortise and tenon riveting structure and Chinese-style modeling steel structure in riveting process

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113605543A (en) * 2021-08-11 2021-11-05 青岛文锦建设集团有限公司 Mortise and tenon riveting structure and Chinese-style modeling steel structure in riveting process

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