CN210507820U - Newly-built archaize building timber structure wall post connecting device - Google Patents

Newly-built archaize building timber structure wall post connecting device Download PDF

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Publication number
CN210507820U
CN210507820U CN201921304989.XU CN201921304989U CN210507820U CN 210507820 U CN210507820 U CN 210507820U CN 201921304989 U CN201921304989 U CN 201921304989U CN 210507820 U CN210507820 U CN 210507820U
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column
wall body
wall
steel
built
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Expired - Fee Related
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CN201921304989.XU
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Chinese (zh)
Inventor
孙强
杨健
李青
刘斌
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Anhui Jianzhu University
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Anhui Jianzhu University
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Abstract

The utility model relates to the technical field of antique building equipment connection, and discloses a newly-built antique building wood structure wall column connecting device, which comprises a column foundation, a wood column and a wall body; wooden pillar fixed mounting is on the top upper surface of plinth, the left side wall fixed mounting of plinth is on the lateral wall of wall body, the inside of wall body is being built by laying bricks or stones the in-process and is being provided with a plurality of groups reinforcing bar net piece along the vertical direction of wall body equidistant, the reinforcing bar net piece is welded with plain steel bar and is stretched out the outside of the wall body that is close to wooden pillar one side, the end that is located the plain steel bar of position between wall body and the wooden pillar encircles into annular structure, be located and offer the hole that runs through the wooden pillar with reinforcing bar net piece in same water flat line height's inside, the inside screwed reinforcement that passes of hole, the screwed reinforcement front end carries out the pier nose and handles, the terminal hook-shaped and terminal annular structure of plain. The utility model discloses simple structure and effect are obvious, and the wall body is connected the reliability with the post and is high, has improved overall stability and security.

Description

Newly-built archaize building timber structure wall post connecting device
Technical Field
The utility model relates to a technical field is connected to the archaize building equipment, specifically is a newly-built archaize building timber structure wall post connecting device.
Background
The ancient building mainly uses timber frame as main bearing form, and wherein the wall body plays the effect in isolated space more, and the wall body only usually connects through the drawn iron fiber with the timber pillar, and this kind of connection form structure is simple, but does not strengthen building structure's overall stability and security.
In the building process of newly-built archaize building timber structure, in order to further guarantee the overall stability of building, according to newly-built archaize building timber pillar position, when building the wall body by laying bricks or stones, for wall body and timber pillar provide a simple and easy connected mode of supply, accomplish reliable protection to newly-built archaize building wall body and timber pillar, also can guarantee simultaneously not to influence the holistic effect of building.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a newly-built archaize building timber structure wall post connecting device to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a newly-built archaize building timber structure wall post connecting device, including the column foundation, timber pillar and wall; wood column fixed mounting is on the top upper surface of plinth, the left side wall fixed mounting of plinth is on the lateral wall of wall body, the inside of wall body is being built by laying bricks or stones the in-process and is being provided with a plurality of groups reinforcing bar net piece along the vertical direction of wall body equidistant, the reinforcing bar net piece is welded with smooth steel bar and is stretched out the outside of the wall body that is close to wood column one side, the end that is located the smooth steel bar of position between wall body and the wood column encircles into annular structure, be located and offer the hole that runs through the wood column with reinforcing bar net piece in same water flat line height's inside, the inside screwed reinforcement that has passed of hole, the screwed reinforcement front end carries out the pier nose and handles, in order to facilitate light pass the hole, the terminal hook-shaped and the.
As a further aspect of the present invention: the post outside is provided with the steel cushion, and setting up of steel cushion is used for protecting the post when connecting fixedly, and the surface does not receive wearing and tearing, and the twisted steel passes through the nut with the steel cushion and is connected fixedly.
As a further aspect of the present invention: the reinforcing steel mesh consists of reinforcing steel bars with the diameter of 4mm, the type of the reinforcing steel mesh is Q235B steel, the reinforcing steel mesh is arranged along the length direction of the wall body in a full-length mode, and the distance between adjacent reinforcing steel bars in the longitudinal direction and the transverse direction is 100-120 mm.
As a further aspect of the present invention: the twisted steel diameter is 8mm, and wood column hole aperture is greater than the twisted steel diameter to the twisted steel can pass the wood column hole smoothly.
As a further aspect of the present invention: the specific dimensions of the steel spacers are 30mm 15mm 3 mm. The purpose is that the reinforcing device of the size structure has better reinforcing performance and stability.
As a further aspect of the present invention: in order to prevent the twisted steel bar and the plain round steel bar from being corroded to influence performance, red lead antirust coating is smeared on the surface of the exposed part of the twisted steel bar and the plain round steel bar, and the thickness of the coating is 1-2 mm.
Compared with the prior art, the beneficial effects of the utility model are that: the wall body and the wooden column are connected in a welding mode of the twisted steel bars and the plain steel bars, the connection mode is simple and easy to implement, the connection between the wall body of the antique building and the wooden column can be effectively enhanced, the wall column is integrated, and the wall body and the wooden column share the load; through the equidistant reinforcing bar net piece that sets up in the inside of wall body, be convenient for improve smooth round steel bar's stability to improve and the fixity of being connected between the twisted steel in the post, and then improve the overall stability and the security of archaize building timber structure, further prolong newly-built archaize building timber structure's life.
Drawings
Fig. 1 is a plane schematic view of a newly-built archaized building wood structure wall column connecting device.
FIG. 2 is a cross-sectional view taken along line A-A of FIG. 1.
Fig. 3 is a schematic diagram of grooving at the joint of a steel cushion block and a wood column in the newly-built archaized building wood structure wall column connecting device.
Wherein: 1. a column foundation; 2. twisted steel bars; 3. a wood column; 4. a steel cushion block; 5. a nut; 6. reinforcing mesh sheets; 7. a wall body; 8. and (5) rounding the steel bars.
Detailed Description
The technical solution of the present patent will be described in further detail with reference to the following embodiments.
Example one
Referring to fig. 1-3, a wood structure wall column connecting device for a newly-built archaized building comprises a column foundation 1, a wood column 3 and a wall 7; wooden pillar 3 fixed mounting is on the top upper surface of plinth 1, and the left side wall fixed mounting of plinth 1 is on the lateral wall of wall body 7, and the inside of wall body 7 is provided with a plurality of groups reinforcing bar net piece 6 along the vertical direction of wall body 7 equidistant in building process, and reinforcing bar net piece 6 comprises the reinforcing bar that the diameter is 4mm, and the model is Q235B steel, arranges along wall body 7 length direction full length, and the adjacent reinforcing bar interval of vertical and horizontal is 100 supplyes 120 mm. Smooth round steel bars 8 are welded on the steel bar net piece 6 and extend out of the outer side of the wall body 7 close to one side of the wood column 3, and the end of the smooth round steel bars 8 between the wall body 7 and the wood column 3 is encircled to form an annular structure.
The inside that is located the post 3 that is in same water flat line height with reinforcing bar net piece 6 sets up the hole that runs through post 3, and the inside threaded reinforcement 2 that has passed of hole, the pier nose is handled to 2 front ends of threaded reinforcement, and in order to facilitate light passing the hole, the end is made hook-like and is welded with 8 terminal ring shaped structure of smooth round steel muscle. 2 diameters of twisted steel are 8mm, and 3 hole apertures of post are greater than 2 diameters of twisted steel to twisted steel 2 can pass 3 holes of post smoothly.
The 3 outsides of post are provided with steel cushion 4, and setting up of steel cushion 4 is used for protecting post 3 when connecting fixedly, and the surface does not receive wearing and tearing, and the twisted steel 2 passes through nut 5 with steel cushion 4 and is connected fixedly. The specific dimensions of the steel spacers 4 are 30mm 15mm 3 mm. The purpose is that the reinforcing device of the size structure has better reinforcing performance and stability.
The utility model discloses a theory of operation is: step 1, firstly, drilling holes in a wood column 3 and a steel cushion block 4, ensuring that the hole diameter is slightly larger than the diameter of a twisted steel bar 2, and grooving the wood column 3 for a certain depth to enable the steel cushion block 4 to be embedded into the wood column 3;
step 2, when the wall 7 is built, placing a reinforcing mesh 6 along the length direction of the wall 7 in full length, welding a smooth round steel bar 8 in the reinforcing mesh 6 according to the position of the wood column 3, extending out of the outer side of the wall 7 for a certain distance, and twisting the tail end into a circular shape;
step 3, the front end of the deformed steel bar 2 is processed by pier head and then penetrates through the steel cushion block 4 and the hole in the wood column 3, meanwhile, the tail end of the deformed steel bar 2 is made into a hook shape and is welded with a circular ring twisted by the smooth steel bar 8, and then the deformed steel bar 2 and the steel cushion block 4 are connected and fixed through a screw cap 5;
and 4, placing reinforcing mesh sheets 6 every 1000mm along the height of the wall 7 in the building process of the wall 7, wherein the construction method is the same as the steps 1-3.
Example two:
on the basis of the first embodiment, in order to prevent the twisted steel bar 2 and the plain round steel bar 8 from being corroded to influence the performance, the surface of the exposed part is coated with red lead antirust paint, and the thickness of the coating is 1-2 mm.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.

Claims (6)

1. A newly-built archaize building timber structure wall post connecting device, including the column foundation (1), the timber pillar (3) and wall (7); the steel column fixing structure is characterized in that a wood column (3) is fixedly installed on the upper surface of the top of a column foundation (1), the left side wall of the column foundation (1) is fixedly installed on the side wall of a wall body (7), the inside of the wall body (7) is provided with a plurality of groups of steel bar net pieces (6) at equal intervals along the vertical direction of the wall body (7) in the masonry process, smooth steel bars (8) are welded on the steel bar net pieces (6) and extend out of the outer side of the wall body (7) close to one side of the wood column (3), the end of each smooth steel bar (8) located between the wall body (7) and the wood column (3) is annularly wound into an annular structure, a hole penetrating through the wood column (3) is formed in the inside of the wood column (3) located at the same horizontal line height with the steel bar net pieces (6), threaded steel bars (2) penetrate through the inside of the hole, pier head processing is carried out at the front end of the threaded steel bars (2), and.
2. The newly-built archaized building timber structure wall post connecting device of claim 1, characterized in that, the wooden pillar (3) outside is provided with steel cushion block (4), and the twisted steel bar (2) and the steel cushion block (4) are connected and fixed through the nut (5).
3. The newly-built archaized building wood structure wall column connecting device according to claim 2, wherein the reinforcing steel bar net piece (6) is composed of reinforcing steel bars with the diameter of 4mm, the type Q235B steel is arranged along the full length of the wall body (7) in the length direction, and the distance between adjacent reinforcing steel bars in the longitudinal direction and the transverse direction is 100-120 mm.
4. The newly-built archaized building wood structure wall column connecting device according to any one of claims 1 to 3, wherein the diameter of the rebar (2) is 8mm, and the hole diameter of the wood column (3) is larger than the diameter of the rebar (2).
5. The newly-built archaized building wood structure wall column connecting device according to claim 2, characterized in that the concrete size of the steel spacer block (4) is 30mm x 15mm x 3 mm.
6. The newly-built archaized building wood structure wall column connecting device according to claim 4, wherein the surface of the exposed part of the twisted steel bar (2) and the smooth round steel bar (8) is coated with red lead antirust paint, and the thickness of the coating is 1-2 mm.
CN201921304989.XU 2019-08-13 2019-08-13 Newly-built archaize building timber structure wall post connecting device Expired - Fee Related CN210507820U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921304989.XU CN210507820U (en) 2019-08-13 2019-08-13 Newly-built archaize building timber structure wall post connecting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921304989.XU CN210507820U (en) 2019-08-13 2019-08-13 Newly-built archaize building timber structure wall post connecting device

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CN210507820U true CN210507820U (en) 2020-05-12

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113957998A (en) * 2021-11-29 2022-01-21 山西四建集团有限公司 Archaized building construction method
CN114718250A (en) * 2022-03-14 2022-07-08 中建二局装饰工程有限公司 Archaizing building group

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113957998A (en) * 2021-11-29 2022-01-21 山西四建集团有限公司 Archaized building construction method
CN114718250A (en) * 2022-03-14 2022-07-08 中建二局装饰工程有限公司 Archaizing building group

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CF01 Termination of patent right due to non-payment of annual fee
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Granted publication date: 20200512

Termination date: 20210813