CN203487636U - Self-tapping screw reinforcing wood structure bolt node - Google Patents
Self-tapping screw reinforcing wood structure bolt node Download PDFInfo
- Publication number
- CN203487636U CN203487636U CN201320575255.1U CN201320575255U CN203487636U CN 203487636 U CN203487636 U CN 203487636U CN 201320575255 U CN201320575255 U CN 201320575255U CN 203487636 U CN203487636 U CN 203487636U
- Authority
- CN
- China
- Prior art keywords
- tapping screw
- bolt hole
- bolt
- wooden construction
- timber
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000010079 rubber tapping Methods 0.000 title claims abstract description 53
- 239000002023 wood Substances 0.000 title abstract description 6
- 230000003014 reinforcing effect Effects 0.000 title abstract 3
- 238000010276 construction Methods 0.000 claims description 20
- 230000002146 bilateral effect Effects 0.000 claims description 3
- 238000000034 method Methods 0.000 description 4
- 230000002708 enhancing effect Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a self tapping screw reinforcing wood structure bolt node, including timber compoment, self tapping screw and bolt hole, be provided with the bolt hole on the timber compoment, self tapping screw perpendicular to bolt hole and timber compoment's wood grain direction changes over to wood structure bolt node, self tapping screw be full-thread self tapping screw. The utility model discloses not influencing under the prerequisite that the timber structure is pleasing to the eye, does not increase the dead weight, through the utility model discloses bolt joint after the reinforcing has also increased the ductility of component when improving bearing capacity.
Description
Technical field
The utility model relates to the enhancing structure of building wooden construction bolt joint, relates in particular tapping screw and strengthens wooden construction bolt joint.
Background technology
Timber is a kind of natural and have the material of affinity, is considered to the first-selected building materials of " green building ", and modern wood structure is the structural shape of a kind of " energy-conservation, economize ground, ecological, environmental protective ".
The joint behavior of wooden construction directly affects structural strength, application life and reliability, and meanwhile, timber has the shortcomings such as low, the easy splitting of tensile strength, the variation of intensity moisture content, therefore, is the important step of timber buildings Planting Techniques to the enhancing of node.
Wooden construction bolt joint is due to the characteristic of the easy splitting of timber at present, and node ultimate bearing capacity is not in full use, and easily produces brittle fracture.Existing node enhancement method, as metal sheet strengthens, FRP strengthens etc., exists to involve great expense, trivial operations, affect the unfavorable factors such as outward appearance, is not suitable for the building theory of current green building, low-carbon energy-saving.
Summary of the invention
The purpose of this utility model is in order to overcome the deficiencies in the prior art, provide a kind of high-strength efficient, construct convenient, not increase member deadweight and volume, widely applicable tapping screw to strengthen wooden construction bolt joint, its maximum feature is not affect the appearance, do not increasing under the prerequisite of member dead weight and volume, makes it improve the requirement of member ultimate bearing capacity, ductility.
The technical solution adopted in the utility model: a kind of tapping screw strengthens wooden construction bolt joint, comprise timber compoment, tapping screw and bolt hole, on described timber compoment, be provided with bolt hole, described tapping screw proceeds in wooden construction bolt joint perpendicular to the grain direction of bolt hole and timber compoment, and described tapping screw is full thread tapping screw.
As preferably, the screw diameter of described tapping screw should be controlled at 3～6mm, and between tapping screw, spacing must not be less than 5 times of tapping screw screw diameters.
As preferably, the position that described tapping screw proceeds to and the clear spacing of bolt hole must not be greater than the diameter of bolt, and are arranged in the pressure-bearing side of bolt hole, or bilateral is all arranged.
As preferably, described tapping screw and the clear spacing of bolt hole equal zero, its humidification of performance that can be best.
As preferably, described tapping screw length equals timber compoment and squeezes into the height in direction at tapping screw.
The utility model is by proceed to tapping screw in timber, because the snap-in force effect of screw thread makes the grain of wood be not easy to tear, thus raising bearing capacity and the ductility of member.
Beneficial effect: the utility model wooden construction bolt joint, by the enhancing of tapping screw, can effectively improve ductility and the intensity of node, for applying of Green High Performance wooden construction established good basis.This type of timber structural system have bearing capacity high, process and construct convenient, outward appearance is graceful and without advantages such as decorations; Meanwhile, this type of timber structural system can be accomplished large-scale industrialized processing, on-the-spot quick-assembling, and overall structure is lower from heavy and light, transportation and basic expense, has greatly widened the range of application of wooden construction.
Accompanying drawing explanation
Fig. 1 is full thread tapping screw schematic diagram of the present utility model;
Fig. 2 is that tapping screw of the present utility model strengthens wooden construction bolt joint schematic diagram.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is described further.
As shown in Figure 2, on timber compoment 1, be provided with bolt hole 3, the position proceeding at the pressure-bearing side upper end of wooden construction bolt joint bolt hole 3 mark tapping screw 2, the clear spacing of this position and bolt hole 3, the diameter of tapping screw 2 arrange according to node size, the diameter of bolt, mechanical structure and the load type of bearing.
Pass through comparative experimental research, the clear spacing of the position that tapping screw 2 proceeds to and bolt hole 3 must not be greater than the diameter of bolt and desirable clear spacing equals zero, the screw diameter of tapping screw 2 should be controlled at 3～6mm, between tapping screw, spacing must not be less than 5 times of tapping screw screw diameters, as shown in Figure 1, tapping screw 2 is full thread tapping screw, in Specific construction process, should strictly control above-mentioned parameter, prevents that node from damaging even destruction in advance.
The position that described tapping screw 2 proceeds to, should be arranged in bolt joint hole pressure-bearing side for the node that bears dull load, for the node that bears cyclic reverse loading, should all arrange at the bilateral of bolt hole, and other parameter is with dull load node.
In the position of mark, before tapping screw proceeds to, to polish clean and keep this surfacing, while proceeding to tapping screw, need keep, vertical with grain direction vertical with the antarafacial of bolt, can not there is the crooked situation about proceeding to of tapping screw.
It should be pointed out that for those skilled in the art, not departing under the prerequisite of the utility model principle, can also make some improvements and modifications, these improvements and modifications also should be considered as protection domain of the present utility model.In the present embodiment not clear and definite each ingredient all available prior art realized.
Claims (5)
1. a tapping screw strengthens wooden construction bolt joint, it is characterized in that: comprise timber compoment, tapping screw and bolt hole, on described timber compoment, be provided with bolt hole, described tapping screw proceeds in wooden construction bolt joint perpendicular to the grain direction of bolt hole and timber compoment, and described tapping screw is full thread tapping screw.
2. a kind of tapping screw according to claim 1 strengthens wooden construction bolt joint, it is characterized in that: the screw diameter of described tapping screw is 3～6mm, and between tapping screw, spacing is not less than 5 times of tapping screw screw diameters.
3. a kind of tapping screw according to claim 1 strengthens wooden construction bolt joint, it is characterized in that: the position that described tapping screw proceeds to and the clear spacing of bolt hole are not more than the diameter of bolt, and be arranged in the pressure-bearing side of bolt hole, or bilateral is all arranged.
4. a kind of tapping screw according to claim 1 strengthens wooden construction bolt joint, it is characterized in that: described tapping screw and the clear spacing of bolt hole equal zero.
5. a kind of tapping screw according to claim 1 strengthens wooden construction bolt joint, it is characterized in that: described tapping screw length equals timber compoment and squeezes into the height in direction at tapping screw.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320575255.1U CN203487636U (en) | 2013-09-16 | 2013-09-16 | Self-tapping screw reinforcing wood structure bolt node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320575255.1U CN203487636U (en) | 2013-09-16 | 2013-09-16 | Self-tapping screw reinforcing wood structure bolt node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203487636U true CN203487636U (en) | 2014-03-19 |
Family
ID=50258477
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320575255.1U Expired - Fee Related CN203487636U (en) | 2013-09-16 | 2013-09-16 | Self-tapping screw reinforcing wood structure bolt node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203487636U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103452190A (en) * | 2013-09-16 | 2013-12-18 | 南京工业大学 | Self-tapping screw reinforcing wood structure bolt node |
-
2013
- 2013-09-16 CN CN201320575255.1U patent/CN203487636U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103452190A (en) * | 2013-09-16 | 2013-12-18 | 南京工业大学 | Self-tapping screw reinforcing wood structure bolt node |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204151907U (en) | A kind of angle steel does the Tenon joint reinforcing structure supported | |
| CN103603462A (en) | FRP (fiber reinforced Plastic), wood and reinforced concrete composite beam | |
| CN202559713U (en) | Steel pipe connecting device | |
| CN203487636U (en) | Self-tapping screw reinforcing wood structure bolt node | |
| CN103452190A (en) | Self-tapping screw reinforcing wood structure bolt node | |
| CN207813078U (en) | A kind of novel reinforced device of timber structure local-style dwelling houses beam column interior joint mortise-tenon joint | |
| CN205857383U (en) | Assembled timber structure X-shaped beam column power consumption node | |
| CN203238951U (en) | Box girder steel pipe arc bracket | |
| CN204608996U (en) | The temporary fixed component of prefabricated panel | |
| CN206308587U (en) | A kind of ecological plank road near water | |
| CN205190474U (en) | Go into removable inflation screw of wall | |
| CN204457070U (en) | Regeneration concrete fence | |
| CN204199535U (en) | Can the log cabin trusses of effective load-bearing | |
| CN203420360U (en) | Multidirectional steel plate dowel connection part for connecting spatial beam and column of laminated wood | |
| CN204174837U (en) | Honeycomb-shaped steel web-steel pipe concrete flange combined cross-shaped column | |
| CN208773807U (en) | A kind of bionical wooden engineering material | |
| CN106013444A (en) | Assembled timber structure X-shaped beam column power consumption node | |
| CN202969582U (en) | Pulling-resistant embedded connector | |
| CN102327695A (en) | Structure for improving strength of feather implanting rack of shuttlecock | |
| CN205206373U (en) | Reinforcement of timber structure beam column tenon fourth of twelve earthly branches node | |
| CN204662421U (en) | Prefabricated reinforced concrete triangular foundation pile | |
| CN204266379U (en) | For the angle steel tie rod syndeton of Industrial Steel structural construction | |
| CN203514637U (en) | FRP (fiber reinforced Plastic), wood and reinforced concrete composite beam | |
| CN204418515U (en) | A kind of resistance to compression steady type joist part | |
| CN204782193U (en) | High -strength concrete door type pole |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180613 Address after: 210009 No. 200, Zhongshan North Road, Jiangsu, Nanjing Patentee after: Institute of architectural design and research Nanjing University of Technology Address before: 210000 32 box, 8020 box 30, Puzhu South Road, Pukou District, Nanjing, Jiangsu. Patentee before: Nanjing Tech University |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140319 |