CN103726506A - Wood structure column foot and foundation connecting structure - Google Patents
Wood structure column foot and foundation connecting structure Download PDFInfo
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- CN103726506A CN103726506A CN201410013620.9A CN201410013620A CN103726506A CN 103726506 A CN103726506 A CN 103726506A CN 201410013620 A CN201410013620 A CN 201410013620A CN 103726506 A CN103726506 A CN 103726506A
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Abstract
The invention discloses a wood structure column foot and foundation connecting structure which comprises a stone mound column foundation supported by a reinforced concrete foundation and a wood column supported by the stone mound column foundation. One or more vertical steel pieces are buried in the reinforced concrete foundation in advance. The vertical steel pieces are parallel to each other and extend upwards from the reinforced concrete foundation to penetrate through the stone mound column foundation and enter the wood column. Through holes are formed in the steel pieces placed in the wood column, and through circular holes which correspond to the through holes and can contain bolts are formed in the wood column. A wood structure column foot and a foundation are connected in a steel piece mode, and the connecting structure is suitable for column foot construction processing of a building built in a traditional wood structure mode. The wood column foot and the foundation are fixedly connected through the steel pieces, so that the building style is guaranteed, the anti-seismic property of a wood structure building is completely guaranteed, and a novel structure which can meet the requirement of a modern structure for a traditional wood structure is provided.
Description
Technical field
The present invention relates to a kind of Traditional Wood structure suspension column and foundation connection structure, belong to technical field of building construction.
Background technology
Traditional wooden construction is fixing pin pin, prevents suspension column displacement, conventionally by following three kinds of modes, processes pin pin and basic being connected:
1, pin pin is directly placed on the stone base of column, utilizes the gravity of building and the frictional force of suspension column and the stone base of column (base of a pillar dish) to prevent displacement;
2, at pin sole reserved pin tenon, be connected with the sea eye on the stone base of column;
3, the covered corridor in Traditional Wood structure (covered corridor of particularly climbing the mountain) adopts cover top tenon to be connected with heelpiece stone or base of a pillar pier through the stone base of column.
In above three kinds of suspension columns and basic connected mode, fixedly suspension column effect is limited for the first; Second and third kind of mode got the raw materials ready and processed the erosion that trouble and suspension column are easily subject to underground steam, affects the permanence of pin.
Summary of the invention
Technical problem to be solved by this invention is the defect that overcomes prior art, and a kind of wooden construction suspension column and foundation connection structure are provided, and can prevent the displacement of pin pin and avoid moisture attacks, can guarantee again the simple and efficient of construction.
The technical solution adopted for the present invention to solve the technical problems is: a kind of wooden construction suspension column and foundation connection structure, it is characterized in that, and comprise the base of a pillar stone column plinth being supported by reinforced concrete foundation and the pin being supported by base of a pillar stone column plinth;
Pre-buried one or more pieces vertical steel discs in reinforced concrete foundation, multi-disc steel disc is parallel to each other, and from reinforced concrete foundation, extends up through base of a pillar stone column plinth and enter in pin;
On the steel disc that is positioned at pin inside, be provided with through hole, the circular hole that the held bolt that on pin be provided with perforation corresponding with through hole penetrates.
Pre-buried two steel discs in described reinforced concrete foundation, two steel discs are parallel to each other, and are being positioned at the through hole that is provided with relative perforation on two steel discs of pin inside.
In reinforced concrete foundation, be also embedded with the reinforcing bar of L-type, every steel disc bottom and L-type reinforcing bar welding.
The inside, one end that pin is supported by base of a pillar stone column plinth is provided with and can holds the inside groove that steel disc inserts.
In base of a pillar stone column plinth, be provided with and hold the interior groove that steel disc passes.
The side of one end that pin is supported by base of a pillar stone column plinth is provided with pre-slotting, and the inside groove that described pre-slotting and pin inside hold steel disc connects, and steel disc is inserted in the inside groove of pin inside by pre-slotting.
Bolt circular hole one end from pin penetrates, and through after the through hole on steel disc, the circular hole other end from pin passes, and by nut screwing clamping, fixes.
Circular hole after erection bolt is filled by timber, and bag is numb, brushing paint, makes pin surface complete.
Pre-slotting after steel disc inserts is filled by timber, and bag is numb, brushing paint, makes pin surface complete.
Steel disc, bolt all adopt galvanized steel strap, galvanized bolt, to prevent corrosion.
The present invention compared with prior art, has the following advantages:
By pre-buried steel disc in the basis at pin pin, steel disc and pin pin are bolted, and with this, control suspension column displacement.
(1) effectively prevent the displacement of pin pin, improve the anti-seismic performance of Traditional Wood structural construction;
(2) by the stone base of column, make pin above ground level, effectively guarantee that pin pin avoids ground moisture attacks;
(3) easy construction is quick.
Accompanying drawing explanation
Fig. 1 is facade constructional drawing of the present invention;
Fig. 2 is the longitudinal sectional drawing of Fig. 1;
Fig. 3 is the lateral view of Fig. 2;
In figure, 1, pin;
11, inside groove;
2, bolt;
3, galvanized steel strap;
4, reinforcing bar;
5, base of a pillar stone column plinth;
51, interior groove;
6, reinforced concrete foundation;
7, through hole;
8, big hole;
9, pre-slotting.
The specific embodiment
Below in conjunction with accompanying drawing, the invention will be further described.Following examples are only for technical scheme of the present invention is more clearly described, and can not limit the scope of the invention with this.
Wooden construction suspension column of the present invention and foundation connection structure are as shown in Figure 1, Figure 2 and Figure 3, embedded bar 4 and two vertical galvanized steel straps 3 in reinforced concrete foundation 6, two galvanized steel straps 3 are parallel to each other, every galvanized steel strap 3 bottom and L-type reinforcing bar 4 welding, to increase the pre-buried anchored force of galvanized steel strap 3.
In concrete foundation 6, being base of a pillar stone column plinth 5, is pin 1 on base of a pillar stone column plinth 5.Conventionally base of a pillar stone column plinth 5 parts are positioned under terrace, and a part is positioned on terrace.Base of a pillar stone column plinth 5 inside are provided with and can hold the interior groove 51 that two galvanized steel straps 3 pass through; One end that pin 1 is supported by base of a pillar stone column plinth 5 is provided with and can holds the inside groove 11 that two galvanized steel straps 3 penetrate.The part that two galvanized steel straps 3 are positioned at pin 1 inside is provided with 2 through holes 7 of relative perforation, and the big hole 8 that on pin 1 be provided with perforation corresponding with through hole 7, can hold bolt 2 and penetrate.Bolt 2 big hole 8 one end from pin 1 penetrate, and through after the through hole 7 on galvanized steel strap 3, big hole 8 other ends from pin 1 pass, and by nut screwing clamping, fix.With whole timber plug, big hole 8 fillings are complete after bolt 2 installs, then bag is numb, brushing paint, makes pin 1 surface complete, guarantees the uniformity of pin outward appearance.Bolt 2 is galvanized bolt preferably.
The way of pin pin of the present invention and foundation connection structure is as follows:
Reinforcing bar 4 and galvanized steel strap 3 are embedded in reinforced concrete foundation 6, base of a pillar stone column plinth 5 and pin 1 inside according to the size of galvanized steel strap 3 and locating open in groove and inside groove, base of a pillar stone column plinth 5 is installed on reinforced concrete foundation 6, and galvanized steel strap 3 is passed from the interior groove 51 of base of a pillar stone column plinth 5 inside; Towards galvanized steel strap 3, the galvanized steel strap 3 passing from the interior groove 51 of base of a pillar stone column plinth 5 is inserted in the inside groove 11 of pin 1 pre-slotting on pin 19, and makes pin 1 be placed to base of a pillar stone column plinth 5 tops; The through hole 7 passing on galvanized steel strap 3 with bolt 2 after pin 1 is placed on base of a pillar stone column plinth 5, is connected and fixed galvanized steel strap 3 and pin 1.Pin 1 one sides pre-slotting 9, big hole 8 destructions places with whole timber, tamp after bag fiber crops, batch greasy, paint successively again, the uniformity of assurance pin outward appearance.
Traditional Wood structural wood suspension column is effectively connected by galvanized steel strap 3 with reinforced concrete foundation 6, more safe and reliable than traditional approach, has not only guaranteed architectural style but also has fully guaranteed the anti-seismic performance of timber buildings.
The above is only the preferred embodiment of the present invention; it should be pointed out that for those skilled in the art, do not departing under the prerequisite of the technology of the present invention principle; can also make some improvement and distortion, these improvement and distortion also should be considered as protection scope of the present invention.
Claims (9)
1. wooden construction suspension column and a foundation connection structure, is characterized in that, comprises the base of a pillar stone column plinth being supported by reinforced concrete foundation and the pin being supported by base of a pillar stone column plinth;
Pre-buried one or more pieces vertical steel discs in reinforced concrete foundation, multi-disc steel disc is parallel to each other, and from reinforced concrete foundation, extends up through base of a pillar stone column plinth and enter in pin;
On the steel disc that is positioned at pin inside, be provided with through hole, the circular hole that the held bolt that on pin be provided with perforation corresponding with through hole penetrates.
2. wooden construction suspension column according to claim 1 and foundation connection structure, is characterized in that, pre-buried two steel discs in described reinforced concrete foundation, and two steel discs are parallel to each other, and are being positioned at the through hole that is provided with relative perforation on two steel discs of pin inside.
3. wooden construction suspension column according to claim 1 and 2 and foundation connection structure, is characterized in that, is also embedded with the reinforcing bar of L-type in reinforced concrete foundation, every steel disc bottom and L-type reinforcing bar welding.
4. wooden construction suspension column according to claim 1 and foundation connection structure, is characterized in that, the inside, one end that pin is supported by base of a pillar stone column plinth is provided with and can holds the inside groove that steel disc inserts.
5. wooden construction suspension column according to claim 1 and foundation connection structure, is characterized in that, is provided with and holds the interior groove that steel disc passes in base of a pillar stone column plinth.
6. wooden construction suspension column and foundation connection structure according to claim 1 or 5, it is characterized in that, the side of one end that pin is supported by base of a pillar stone column plinth is provided with pre-slotting, and the inside groove that described pre-slotting and pin inside hold steel disc connects, and steel disc is inserted in the inside groove of pin inside by pre-slotting.
7. wooden construction suspension column according to claim 1 and foundation connection structure, is characterized in that, bolt circular hole one end from pin penetrates, and through after the through hole on steel disc, the circular hole other end from pin passes, and by nut screwing clamping, fixes.
8. wooden construction suspension column according to claim 1 and foundation connection structure, is characterized in that, the circular hole after erection bolt is filled by timber, and bag is numb, brushing paint, makes pin surface complete.
9. wooden construction suspension column according to claim 6 and foundation connection structure, is characterized in that, the pre-slotting after steel disc inserts is filled by timber, and bag is numb, brushing paint, makes pin surface complete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410013620.9A CN103726506B (en) | 2014-01-13 | 2014-01-13 | Wooden construction suspension column and foundation connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410013620.9A CN103726506B (en) | 2014-01-13 | 2014-01-13 | Wooden construction suspension column and foundation connection structure |
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| Publication Number | Publication Date |
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| CN103726506A true CN103726506A (en) | 2014-04-16 |
| CN103726506B CN103726506B (en) | 2015-12-30 |
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| CN201410013620.9A Active CN103726506B (en) | 2014-01-13 | 2014-01-13 | Wooden construction suspension column and foundation connection structure |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105256946A (en) * | 2015-11-25 | 2016-01-20 | 沈阳建筑大学 | Wood-structure bearing heat preservation wallboard |
| CN107190855A (en) * | 2017-06-29 | 2017-09-22 | 苏州园林发展股份有限公司 | A kind of laminated structure and its application in building in the style of the ancients |
| CN108331368A (en) * | 2018-04-29 | 2018-07-27 | 福州大学 | Steel hoop-section steel reinforcement device and reinforcement means applied to pin |
| CN109057029A (en) * | 2018-08-10 | 2018-12-21 | 湖北工程学院 | Timber structure suspension column just connects connecting structure |
| CN111119482A (en) * | 2020-01-16 | 2020-05-08 | 东南大学 | Concealed type archaized building wood column root anchoring device and construction method |
| CN112441787A (en) * | 2020-12-16 | 2021-03-05 | 漳州砼艺建材有限公司 | Environment-friendly pseudo-column foundation antique concrete stone structure and production process thereof |
| CN112663667A (en) * | 2020-12-30 | 2021-04-16 | 绿城装饰工程集团有限公司 | Chinese style historic building post foundation connection structure |
| CN114215097A (en) * | 2021-12-24 | 2022-03-22 | 广东定源建设工程有限公司 | Wood column base node structure of light wood mixed structure and construction method |
| KR200495335Y1 (en) * | 2021-04-20 | 2022-05-06 | 주식회사 큰나무 농업회사법인 | Umbrella-type pavilion |
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| CN203701130U (en) * | 2014-01-13 | 2014-07-09 | 苏州工业园区设计研究院股份有限公司 | Wood structure column base and foundation connection structure |
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| JPH07180287A (en) * | 1993-12-24 | 1995-07-18 | Central Glass Co Ltd | Reinforcing bar arrangement, fiber and steel reinforced concrete column beam body and fabrication method for the body |
| JPH09151612A (en) * | 1995-12-01 | 1997-06-10 | Kajima Corp | Reinforcing method for reinforced concrete column |
| JPH10325212A (en) * | 1997-05-26 | 1998-12-08 | Fudo Kenken Kk | Precast column body for constituting steel encased reinforced concrete column |
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Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105256946A (en) * | 2015-11-25 | 2016-01-20 | 沈阳建筑大学 | Wood-structure bearing heat preservation wallboard |
| CN105256946B (en) * | 2015-11-25 | 2017-05-03 | 沈阳建筑大学 | Wood-structure bearing heat preservation wallboard |
| CN107190855A (en) * | 2017-06-29 | 2017-09-22 | 苏州园林发展股份有限公司 | A kind of laminated structure and its application in building in the style of the ancients |
| CN108331368A (en) * | 2018-04-29 | 2018-07-27 | 福州大学 | Steel hoop-section steel reinforcement device and reinforcement means applied to pin |
| CN109057029A (en) * | 2018-08-10 | 2018-12-21 | 湖北工程学院 | Timber structure suspension column just connects connecting structure |
| CN111119482A (en) * | 2020-01-16 | 2020-05-08 | 东南大学 | Concealed type archaized building wood column root anchoring device and construction method |
| CN112441787A (en) * | 2020-12-16 | 2021-03-05 | 漳州砼艺建材有限公司 | Environment-friendly pseudo-column foundation antique concrete stone structure and production process thereof |
| CN112441787B (en) * | 2020-12-16 | 2022-06-21 | 漳州砼艺建材有限公司 | Environment-friendly pseudo-column foundation antique concrete stone structure and production process thereof |
| CN112663667A (en) * | 2020-12-30 | 2021-04-16 | 绿城装饰工程集团有限公司 | Chinese style historic building post foundation connection structure |
| KR200495335Y1 (en) * | 2021-04-20 | 2022-05-06 | 주식회사 큰나무 농업회사법인 | Umbrella-type pavilion |
| CN114215097A (en) * | 2021-12-24 | 2022-03-22 | 广东定源建设工程有限公司 | Wood column base node structure of light wood mixed structure and construction method |
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| CN103726506B (en) | 2015-12-30 |
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Address after: Suzhou Industrial Park Suzhou City, Jiangsu province 215126 Sheng Pu Zhen Jin Sheng Lu No. 12 Applicant after: ARTS GROUP CO., LTD. Address before: Suzhou Industrial Park Suzhou City, Jiangsu province 215126 Sheng Pu Zhen Jin Sheng Lu No. 12 Applicant before: Suzhou Industrial Park Design & Research Institute Co., Ltd. |
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