CN103726506B - Wooden construction suspension column and foundation connection structure - Google Patents
Wooden construction suspension column and foundation connection structure Download PDFInfo
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- CN103726506B CN103726506B CN201410013620.9A CN201410013620A CN103726506B CN 103726506 B CN103726506 B CN 103726506B CN 201410013620 A CN201410013620 A CN 201410013620A CN 103726506 B CN103726506 B CN 103726506B
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Abstract
The invention discloses a kind of wooden construction suspension column and foundation connection structure, comprise the base of a pillar stone column plinth supported by reinforced concrete foundation and the pin supported by base of a pillar stone column plinth; One or more pieces vertical steel discs pre-buried 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 enter in pin; The steel disc being positioned at pin inside is provided with through hole, the circular hole that on pin be provided with through held bolt penetrate corresponding with through hole.The mode that wooden construction suspension column is connected by steel disc with basis, the suspension column construction processing of the building that the traditionally wooden construction mode that is applicable to is built.By metal pin pin and the mode that is fixedly connected with of basis not only ensured architectural style but also fully ensured the anti-seismic performance of timber buildings, and required to provide a kind of novel structure for Traditional Wood structure meets modern structure.
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, usually processes pin pin and basic connection by following three kinds of modes:
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, be connected with the extra large eye on the stone base of column at pin sole reserved pin tenon;
3, the covered corridor (covered corridor of particularly climbing the mountain) in Traditional Wood structure adopts cover top tenon to be connected with heelpiece stone or base of a pillar pier through the stone base of column.
In the connected mode on above three kinds of suspension columns and basis, the first fixing suspension column limited efficiency; Second and third kind of mode is got the raw materials ready and is processed trouble and suspension column is easily subject to the erosion of underground steam, affects the permanence of pin.
Summary of the invention
Technical problem to be solved by this invention is the defect overcoming prior art, provides a kind of wooden construction suspension column and foundation connection structure, can prevent the displacement of pin pin and from moisture attacks, can ensure 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, is characterized in that, comprises the base of a pillar stone column plinth supported by reinforced concrete foundation and the pin supported by base of a pillar stone column plinth;
One or more pieces vertical steel discs pre-buried 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 enter in pin;
The steel disc being positioned at pin inside is provided with through hole, the circular hole that on pin be provided with through held bolt penetrate corresponding with through hole.
Pre-buried two panels steel disc in described reinforced concrete foundation, two panels steel disc is parallel to each other, and the two panels steel disc being positioned at pin inside is provided with relatively through through hole.
The reinforcing bar of L-type is also embedded with, every sheet steel disc bottom and a L-type reinforcement welding in reinforced concrete foundation.
The inside, one end that pin is supported by base of a pillar stone column plinth is provided with the inside groove that can hold steel disc and insert.
The interior groove holding steel disc and pass is provided with in base of a pillar stone column plinth.
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 is through, and steel disc is inserted in the inside groove of pin inside by pre-slotting.
Bolt penetrates from the circular hole one end pin, and through after the through hole on steel disc, passes, fixed by nut screwing clamping from the circular hole other end pin.
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 steel disc pre-buried in the basis of pin pin, steel disc and pin pin are bolted, and control suspension column displacement with this.
(1) effectively prevent the displacement of pin pin, improve the anti-seismic performance of Traditional Wood structural construction;
(2) make pin above ground level by the stone base of column, effectively ensure that pin pin is from 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.
Detailed description of the invention
Below in conjunction with accompanying drawing, the invention will be further described.Following examples only for technical scheme of the present invention is 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, the galvanized steel strap 3 that embedded bar 4 is vertical with two panels in reinforced concrete foundation 6, two panels galvanized steel strap 3 is parallel to each other, every sheet galvanized steel strap 3 bottom is welded with a L-type reinforcing bar 4, to increase the pre-buried anchored force of galvanized steel strap 3.
Concrete foundation 6 being base of a pillar stone column plinth 5, is pin 1 on base of a pillar stone column plinth 5.Under usual base of a pillar stone column plinth 5 part is positioned at terrace, a part is positioned on terrace.Base of a pillar stone column plinth 5 inside is provided with the interior groove 51 that can hold two panels galvanized steel strap 3 and pass through; One end that pin 1 is supported by base of a pillar stone column plinth 5 is provided with the inside groove 11 that can hold two panels galvanized steel strap 3 and penetrate.The part that two panels galvanized steel strap 3 is positioned at pin 1 inside is provided with 2 relatively through through holes 7, correspondingly with through hole 7 on pin 1, is provided with through big hole 8, can hold bolt 2 and penetrate.Bolt 2 penetrates from big hole 8 one end pin 1, and through after the through hole 7 on galvanized steel strap 3, passes, fixed by nut screwing clamping from big hole 8 other end pin 1.With whole timber plug, big hole 8 is filled complete after bolt 2 installs, then wrap fiber crops, brushing paint, make pin 1 surface complete, ensure the uniformity of pin outward appearance.Bolt 2 preferably galvanized bolt.
Pin 1 side is provided with pre-slotting 9, through with the inside groove of pin 1 inside, facilitates galvanized steel strap 3 to insert pin 1.Galvanized steel strap 3 tamps pre-slotting 9 with whole timber after inserting, then wraps fiber crops, brushing paint, makes pin 1 surface complete, ensures the uniformity of pin outward appearance.
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, in base of a pillar stone column plinth 5 and pin 1 inside according to groove and inside groove in the size of galvanized steel strap 3 and locating open, base of a pillar stone column plinth 5 is installed on reinforced concrete foundation 6, and galvanized steel strap 3 is passed from groove 51 in base of a pillar stone column plinth 5 inside; By the pre-slotting 9 on pin 1 towards galvanized steel strap 3, the galvanized steel strap 3 passed groove 51 in base of a pillar stone column plinth 5 is inserted in the inside groove 11 of pin 1, and makes pin 1 be placed to above base of a pillar stone column plinth 5; Pin 1 is placed to after on base of a pillar stone column plinth 5 uses bolt 2 through the through hole 7 on galvanized steel strap 3, galvanized steel strap 3 and pin 1 is connected and fixed.Pin 1 side pre-slotting 9, big hole 8 destruction place wrap fiber crops, batch greasy, paint after tamping with whole timber more successively, ensure the uniformity of 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 ensured architectural style but also has fully ensured 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, under the prerequisite not departing from the technology of the present invention principle; can also make some improvement and distortion, these improve and distortion also should be considered as protection scope of the present invention.
Claims (7)
1. wooden construction suspension column and a foundation connection structure, is characterized in that, comprises the base of a pillar stone column plinth supported by reinforced concrete foundation and the pin supported by base of a pillar stone column plinth;
One or more pieces vertical steel discs pre-buried 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 enter in pin;
The steel disc being positioned at pin inside is provided with through hole, the circular hole that on pin be provided with through held bolt penetrate corresponding with through hole;
The interior groove holding steel disc and pass is provided with in base of a pillar stone column plinth;
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 is through, and steel disc is inserted in the inside groove of pin inside by pre-slotting.
2. wooden construction suspension column according to claim 1 and foundation connection structure, is characterized in that, pre-buried two panels steel disc in described reinforced concrete foundation, and two panels steel disc is parallel to each other, and the two panels steel disc being positioned at pin inside is provided with relatively through through hole.
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 sheet steel disc bottom and a L-type reinforcement 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 the inside groove that can hold steel disc and insert.
5. wooden construction suspension column according to claim 1 and foundation connection structure, is characterized in that, bolt penetrates from the circular hole one end pin, and through after the through hole on steel disc, pass, fixed by nut screwing clamping from the circular hole other end pin.
6. 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.
7. wooden construction suspension column according to claim 1 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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| CN103726506A CN103726506A (en) | 2014-04-16 |
| CN103726506B true 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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| 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 |
| 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 |
| KR200495335Y1 (en) * | 2021-04-20 | 2022-05-06 | 주식회사 큰나무 농업회사법인 | Umbrella-type pavilion |
| CN114215097B (en) * | 2021-12-24 | 2023-06-09 | 广东定源建设工程有限公司 | Wood column foot node structure of light wood mixed structure and construction method |
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| CN201460028U (en) * | 2009-04-30 | 2010-05-12 | 浙江八达建设集团有限公司 | Core-through plinth slate and drum stone reinforced concrete upright column structure |
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| CN103726506A (en) | 2014-04-16 |
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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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