CN203701130U - Wood structure column base and foundation connection structure - Google Patents
Wood structure column base and foundation connection structure Download PDFInfo
- Publication number
- CN203701130U CN203701130U CN201420017824.5U CN201420017824U CN203701130U CN 203701130 U CN203701130 U CN 203701130U CN 201420017824 U CN201420017824 U CN 201420017824U CN 203701130 U CN203701130 U CN 203701130U
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- pin
- foundation
- base
- connection structure
- plinth
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Abstract
The utility model discloses a wood structure column base and foundation connection structure which comprises a stone base pillar plinth supported by a reinforced concrete foundation and a wooden pillar supported by the stone base pillar plinth. One or more vertical steel discs are buried in the reinforced concrete foundation in advance, the steel discs are parallel to one another and extend upward from the reinforced concrete foundation to penetrate out of the stone base pillar plinth and enter the wooden pillar. Through holes are formed in the steel discs in the wooden pillar, and through round holes allowing bolts to penetrate through are formed in the wooden pillar corresponding to the through holes. The connection mode of the wood structure column base and the foundation through the steel discs is suitable for construction process of a column base of a building which is built according to a traditional wood structure mode. The fixed connection mode of the column base and the foundation through metal guarantees building styles and also fully guarantees anti-seismic property of a wood structural building, and a novel structure is provided for a traditional wooden structure to meet the requirement of a modern structure.
Description
Technical field
The utility model relates to a kind of Traditional Wood structure suspension column and foundation connection structure, belongs to technical field of building construction.
Background technology
Traditional wooden construction, for fixing pin pin, prevents suspension column displacement, conventionally processes pin pin and basic being connected 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 sea eye on the stone base of column at pin sole reserved pin tenon;
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, the fixing suspension column effect of the first is limited; The erosion that second and third kind of mode got the raw materials ready and processed trouble and suspension column and be easily subject to underground steam, affects the permanence of pin.
Utility model content
Technical problem to be solved in the utility model 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 utility model solves the technical scheme that its technical problem adopts: 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 provided with the through hole of relative perforation on two steel discs that are positioned at 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 fixes by nut screwing clamping.
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 utility model compared with prior art, has the following advantages:
By pre-buried steel disc 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 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 utility model;
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 utility model is further described.Following examples are only for the technical solution of the utility model is more clearly described, and can not limit protection domain of the present utility model with this.
Wooden construction suspension column of the present utility model 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 in reinforced concrete foundation 6, two galvanized steel straps 3 are parallel to each other, every galvanized steel strap 3 bottom and a L-type reinforcing bar 4 weld, 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 fix by nut screwing clamping.After bolt 2 installs, with whole timber plug, big hole 8 is filled completely, then bag fiber crops, brushing paint, make pin 1 surface complete, guarantees the uniformity of pin outward appearance.Preferably galvanized bolt of bolt 2.
Pin 1 one sides are provided with pre-slotting 9, connect with the inside groove of pin 1 inside, facilitate galvanized steel strap 3 to insert pin 1.After galvanized steel strap 3 inserts, tamp pre-slotting 9 with whole timber, then bag is numb, brushing paint, makes pin 1 surface complete, guarantee the uniformity of pin outward appearance.
The way of pin pin of the present utility model 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 tamp with whole timber 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 preferred embodiment of the present utility model; should be understood that; for those skilled in the art; do not departing under the prerequisite of the utility model know-why; can also make some improvement and distortion, these improvement and distortion also should be considered as protection domain of the present utility model.
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 provided with the through hole of relative perforation on two steel discs that are positioned at 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 fixes by nut screwing clamping.
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 |
|---|---|---|---|
| CN201420017824.5U CN203701130U (en) | 2014-01-13 | 2014-01-13 | Wood structure column base and foundation connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420017824.5U CN203701130U (en) | 2014-01-13 | 2014-01-13 | Wood structure column base and foundation connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203701130U true CN203701130U (en) | 2014-07-09 |
Family
ID=51051586
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420017824.5U Withdrawn - After Issue CN203701130U (en) | 2014-01-13 | 2014-01-13 | Wood structure column base and foundation connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203701130U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103726506A (en) * | 2014-01-13 | 2014-04-16 | 苏州工业园区设计研究院股份有限公司 | Wood structure column foot and foundation connecting structure |
| CN104563298A (en) * | 2015-01-09 | 2015-04-29 | 南京工业大学 | Wood-concrete combined structured joint connecting form |
| CN106759438A (en) * | 2016-12-21 | 2017-05-31 | 苏州园林设计院有限公司 | A kind of Landscape Architecture pin pin and its construction technology with Windproof anti-seismic function |
| 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 |
| CN107700876A (en) * | 2017-09-30 | 2018-02-16 | 南京市园林规划设计院有限责任公司 | A kind of method of construction of corner booth modelled after an antique |
| CN108729563A (en) * | 2018-07-24 | 2018-11-02 | 中建三局集团有限公司 | The rotten construction system of anti-grain of pin in a kind of pseudo-classic architecture wall body |
-
2014
- 2014-01-13 CN CN201420017824.5U patent/CN203701130U/en not_active Withdrawn - After Issue
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103726506A (en) * | 2014-01-13 | 2014-04-16 | 苏州工业园区设计研究院股份有限公司 | Wood structure column foot and foundation connecting structure |
| CN103726506B (en) * | 2014-01-13 | 2015-12-30 | 中衡设计集团股份有限公司 | Wooden construction suspension column and foundation connection structure |
| CN104563298A (en) * | 2015-01-09 | 2015-04-29 | 南京工业大学 | Wood-concrete combined structured joint connecting form |
| CN106759438A (en) * | 2016-12-21 | 2017-05-31 | 苏州园林设计院有限公司 | A kind of Landscape Architecture pin pin and its construction technology with Windproof anti-seismic function |
| 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 |
| CN107700876A (en) * | 2017-09-30 | 2018-02-16 | 南京市园林规划设计院有限责任公司 | A kind of method of construction of corner booth modelled after an antique |
| CN108729563A (en) * | 2018-07-24 | 2018-11-02 | 中建三局集团有限公司 | The rotten construction system of anti-grain of pin in a kind of pseudo-classic architecture wall body |
| CN108729563B (en) * | 2018-07-24 | 2023-12-19 | 中建三局集团有限公司 | Anti-decay construction system for wood columns in archaize building wall body |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20140709 Effective date of abandoning: 20151230 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |