CN208564041U - A kind of sets of brackets on top of the columns cap block angle steel reinforced system - Google Patents
A kind of sets of brackets on top of the columns cap block angle steel reinforced system Download PDFInfo
- Publication number
- CN208564041U CN208564041U CN201821154814.0U CN201821154814U CN208564041U CN 208564041 U CN208564041 U CN 208564041U CN 201821154814 U CN201821154814 U CN 201821154814U CN 208564041 U CN208564041 U CN 208564041U
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- China
- Prior art keywords
- angle steel
- cap block
- brackets
- sets
- columns
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- 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
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Abstract
The utility model provides a kind of sets of brackets on top of the columns cap block angle steel reinforced system, it is characterized by: four angle steel are fitted in vertically respectively outside four ear angles of cap block, two sides of angle steel be welded with protrusion bolt, with tight wire both ends be fixed on adjacent angle steel on the adjacent bolt of the same vertical plane；Angle steel bottom end is welded with one end of horizontal bracing members, and the other end contact of bracing members is fitted in the position at four angles of the bottom of cap block.The utility model provides construction is simple, reinforcing mode that is cheap, can effectively improving cap block bearing capacity on the basis of not changing original ancient building style and features.
Description
Technical field
The utility model belongs to traditional ancient safety techniques for construction field, and in particular to a kind of sets of brackets on top of the columns cap block angle steel reinforced system
System.
Background technique
Sets of brackets on top of the columns is one of most representative structure member in Ancient Times in China large size timber buildings, is built compared with large timber construction
The important connecting elements between column and roof is built, mainly by mortise-tenon joint arch and bucket shape at playing and form a connecting link, transmit load
Effect, increases eaves depth out, and base for post, wall etc. is protected to corrode from sleet.
The anti-seismic performance of sets of brackets on top of the columns is good, but in very long years long korneforos, it is not that factor forms part from natural person
The damage of component, by actually investigate and in conjunction with the vertical load test phenomenon of sets of brackets on top of the columns from the point of view of, the bottom cap block of sets of brackets on top of the columns is vertically being made
It under firmly acting on, is easy to happen folding ear and destroys, this influences whether the safety of entire component, and then influences the structure peace of the wooden ancient building
Entirely, it is necessary so carrying out reinforcing to sets of brackets on top of the columns cap block and improving globality.
Utility model content
The utility model provides a kind of sets of brackets on top of the columns cap block angle steel reinforced system, the purpose is to solve prior art disadvantage, not
On the basis of changing original ancient building style and features, construction is simple, reinforcing side cheap, that cap block bearing capacity can be effectively improved are provided
Formula.
The technical scheme adopted by the utility model to solve the technical problem is as follows:
A kind of sets of brackets on top of the columns cap block angle steel reinforced system, it is characterised in that:
Four angle steel are fitted in vertically respectively outside four ear angles of cap block, and two sides of angle steel are welded with the spiral shell of protrusion
Bolt, with tight wire both ends be fixed on adjacent angle steel on the adjacent bolt of the same vertical plane；Angle steel bottom end
It is welded with one end of horizontal bracing members, the other end contact of bracing members is fitted in the position at four angles of the bottom of cap block.
The height of angle steel is identical as cap block height, in the bolt of the every side solder-bump in the middle and upper part of angle steel.
Convex shape that described bracing members one end is 90 degree and it is welded on angle steel bottom end, the other end is 90 degree of indent
Shape is simultaneously welded with the V-type steel plate that one is in 90 degree, and steel plate contact is fitted in the position at the angle of cap block bottom.
The iron wire is No. 10 iron wires of diameter 3.25mm.
Present aspect has the beneficial effect that
The utility model, along height setting angle steel, forms quadrangle with cap block and is bonded shape in cap block quadrangle, in cap block bottom, angle
Steel welding bracing members are connect with cap block bottom four corners, and such reinforcing mode makes cap block form a kind of composite construction.Entire construction
Process optimization is reasonable, strong operability.It was both convenient and practical, simple and effective, and had higher durability, and sexual valence is relatively high, the party
Method does not destroy the looks of original structure and is remarkably improved the globality and anti-side rigidity of cap block, further increases sets of brackets on top of the columns in earthquake
Bearing capacity under effect, improves the security performance in entire house.
Detailed description of the invention
The present invention will be further described with reference to the accompanying drawings and examples.
Fig. 1 is the utility model cap block schematic diagram；
Fig. 2 is the utility model bracing members schematic diagram；
Fig. 3 is the utility model angle steel and bracing members combination schematic diagram；
Fig. 4 is the utility model combination diagram.
Specific embodiment
In order to illustrate more clearly of the technical solution of the utility model, attached drawing needed in description will be made below
Simply introduce, it should be apparent that, the drawings in the following description are merely some embodiments of the present invention, for this field
For those of ordinary skill, without creative efforts, it can also be obtained according to these attached drawings other implementations
Example.
Such as Fig. 1, a kind of sets of brackets on top of the columns cap block angle steel reinforced system, including cap block 1 and angle steel 2, bracing members 3, iron wire 4,2 edge of angle steel
Height fits closely four sides at four perpendicular angles of 1 four angle ears 11 of cap block namely cap block 1.
Bracing members 3 are located on the line at the bottom end of angle steel 2 and the angle of 1 bottom of cap block, the evagination that 3 one end of bracing members is 90 degree
Shape 31 and it is welded on 2 bottom end of angle steel, the concave shape 32 that the other end is 90 degree is simultaneously welded with one in 90 degree of V-type steel plate
33,33 contact of steel plate is fitted in the position at the angle 12 of the bottom of cap block 1, plays the role of support angle steel 2 and cap block 1, with angle steel 2
Form vertical configuration.The both ends of tight wire 4 be fixed on adjacent angle steel 2 on the adjacent bolt 5 of the same vertical plane.
In the present embodiment, the height of cap block 1 is 200mm, and plane section is 200mm × 200mm, lower section be 100mm ×
100mm, therefore 2 length of angle steel selected is 200mm, 3 length of bracing members is 70.7mm, and 4 diameter of iron wire is No. 10 of 3.25mm
Iron wire.
The construction technology of above-mentioned sets of brackets on top of the columns cap block angle steel reinforced system specifically includes following steps；
The first step prepares before constructing:
A, it checks 1 quality disease situation of cap block, measures the size of cap block；
B, according to the size of a cap block 1 measured, determine that the length of angle steel 2 is 200mm, the length of bracing members 3 is 70.7mm
(length that the length of bracing members 3 is the tip of the concave shape from the tip of the convex shape of one end to the other end here), iron
The length of silk 4, prepares the angle steel 2, bracing members 3, iron wire 4 of respective numbers；
Strenthening member is transformed in second step:
A, angle steel 2 is transformed: the bolt 5 of protrusion is respectively welded in two lateral surfaces in the middle and upper part position of angle steel 2；
B, bracing members 3 are made: taking steel plate, 90 degree of 31,90 degree of convex shape of concave shape 32 is respectively cut into both ends,
Then the longitudinal measure steel plate 33 at concave shape 31, steel plate 33 are in 90 degree of V-type, form bracing members；
Third step forms hardened system:
A, angle cleat 2 and bracing members 3: the bottom of the convex shape 31 of bracing members 3 and angle steel 2 is welded, four angle steel 2
It is fitted in vertically outside four ear angles 11 of cap block 1 respectively, 33 contact of V-type steel plate of one end of bracing members 3 is fitted in the bottom of cap block 1
The position at the angle 12 in portion；
B, drawknot iron wire 4: successively by the horizontal drawknot of iron wire 4 adjacent angle steel 2 the adjacent spiral shell positioned at the same vertical plane
On bolt 5 and tense.
Utility model has the advantages that
1: the utility model is then to weld bracing members in bottom along 1 four ear angle short transverse arrangement angle steel 2 of cap block
3, it is interconnected to form L shape support, tightly fitting 1 ear angle of cap block, bottom bracing members 3 effectively connect 1 bottom four of cap block to angle steel 2
Angle, such angle steel 2 combine together with bracing members 3, cooperate, and increase the globality of cap block, improve the antitorque of cap block and hold
Power and vertical bearing capacity are carried, the globality and shock resistance of entire sets of brackets on top of the columns are further improved.
2: the utility model is compound by the four angle clip cap blocks of drawknot formation vertical with two neighboring angle steel 2 of iron wire 4
Structure.After formation, cap block has good be connected with entire hardened system.
3: the utility model forms four angular cap block centers with 4 drawknot of middle and upper part iron wire by lower part bracing members 3 and squeezes
Gesture forms power at cap block central axes and balances restriction mutually, preferably constrains ear and the bottom of cap block in this way, significantly improve
The globality of cap block further improves the anti-seismic performance of the wooden ancient building.
4: the utility model material requested can be obtained very easily, bucket that is cheap, easy for construction, being suitble to ancient building
Arch is reinforced.
5: the utility model does not influence the use of sets of brackets on top of the columns in the structure, significantly mentions in the style and features for not changing original ancient building
The globality of high sets of brackets on top of the columns improves the anti-seismic performance of entire ancient building, is conducive to the succession and protection of ancient building.
Each embodiment in this specification is described in a progressive manner, the highlights of each of the examples are with other
The difference of embodiment, the same or similar parts in each embodiment may refer to each other.To the upper of the disclosed embodiments
It states bright, can be realized professional and technical personnel in the field or using the utility model.Various modifications to these embodiments pair
It will be apparent for those skilled in the art, the general principles defined herein can not depart from this reality
In the case where with novel spirit or scope, realize in other embodiments.Therefore, the utility model is not intended to be limited to this
These embodiments shown in text, and it is to fit to the widest scope consistent with the principles and novel features disclosed herein.
Claims (4)
1. a kind of sets of brackets on top of the columns cap block angle steel reinforced system, it is characterised in that: four angle steel are fitted in four ears of cap block vertically respectively
Outside angle, two sides of angle steel are welded with the bolt of protrusion, and the both ends with tight wire are fixed on being located at for adjacent angle steel
On the adjacent bolt of the same vertical plane；Angle steel bottom end is welded with one end of horizontal bracing members, the other end contact of bracing members
It is fitted in the position at four angles of the bottom of cap block.
2. a kind of sets of brackets on top of the columns cap block angle steel reinforced system as described in claim 1, it is characterised in that: the height and cap block of angle steel are high
Spend it is identical, in the bolt of the every side solder-bump in the middle and upper part of angle steel.
3. a kind of sets of brackets on top of the columns cap block angle steel reinforced system as described in claim 1, it is characterised in that: described bracing members one end is
90 degree of convex shape and it is welded on angle steel bottom end, the concave shape that the other end is 90 degree is simultaneously welded with one in 90 degree of V
Shape steel plate, steel plate contact are fitted in the position at the angle of cap block bottom.
4. a kind of sets of brackets on top of the columns cap block angle steel reinforced system as described in claim 1, it is characterised in that: the iron wire is diameter
No. 10 iron wires of 3.25mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821154814.0U CN208564041U (en) | 2018-07-20 | 2018-07-20 | A kind of sets of brackets on top of the columns cap block angle steel reinforced system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821154814.0U CN208564041U (en) | 2018-07-20 | 2018-07-20 | A kind of sets of brackets on top of the columns cap block angle steel reinforced system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208564041U true CN208564041U (en) | 2019-03-01 |
Family
ID=65446854
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821154814.0U Expired - Fee Related CN208564041U (en) | 2018-07-20 | 2018-07-20 | A kind of sets of brackets on top of the columns cap block angle steel reinforced system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208564041U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108547470A (en) * | 2018-07-20 | 2018-09-18 | 郑州大学 | A kind of sets of brackets on top of the columns cap block angle steel reinforced system and its construction technology |
-
2018
- 2018-07-20 CN CN201821154814.0U patent/CN208564041U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108547470A (en) * | 2018-07-20 | 2018-09-18 | 郑州大学 | A kind of sets of brackets on top of the columns cap block angle steel reinforced system and its construction technology |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190301 Termination date: 20210720 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |