CN201474116U - Joint node for construction of ancient bricks and concrete structures - Google Patents

Joint node for construction of ancient bricks and concrete structures Download PDF

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Publication number
CN201474116U
CN201474116U CN2009203081325U CN200920308132U CN201474116U CN 201474116 U CN201474116 U CN 201474116U CN 2009203081325 U CN2009203081325 U CN 2009203081325U CN 200920308132 U CN200920308132 U CN 200920308132U CN 201474116 U CN201474116 U CN 201474116U
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CN
China
Prior art keywords
brick
concrete structure
ancient architecture
reinforcing bar
drag hook
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
Application number
CN2009203081325U
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Chinese (zh)
Inventor
崔晨
赵坤
赵鹏翔
党明
金立东
董佳节
费恺
金雨霆
梁静
张建华
刘传高
曹国章
李金海
潘寿林
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Beijing Urban Construction Yatai Group Co Ltd
Original Assignee
BEIJING URBAN CONSTRUCTION YATAI CONSTRUCTION ENGINEERING Co Ltd
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Filing date
Publication date
Application filed by BEIJING URBAN CONSTRUCTION YATAI CONSTRUCTION ENGINEERING Co Ltd filed Critical BEIJING URBAN CONSTRUCTION YATAI CONSTRUCTION ENGINEERING Co Ltd
Priority to CN2009203081325U priority Critical patent/CN201474116U/en
Application granted granted Critical
Publication of CN201474116U publication Critical patent/CN201474116U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

A joint node for the construction of ancient bricks and concrete structures comprises a concrete structure, a thermal insulation layer and an ancient brick respectively in the inner, middle and outer surfaces of a wall body, as well as a connecting structure among the three layers, wherein the connecting structure among the three layers adopts joint ribs and grouting bonding materials, the ancient brick is formed through alternately combining arm face bricks and swivel bricks, the swivel bricks correspond to the horizontal position of bar reinforcement draw hooks, the inner surfaces of the swivel bricks are shorter than those of the arm face bricks, the grouting bonding materials are filled in the short gaps, and each joint rib is provided with a bar reinforcement draw hook penetrating the inner, middle and outer layers of the wall body and a horizontal rib arranged along the wall. With simple, convenient, practical, firm and reliable performance, the joint node solves the connection problem of the concrete structure, the exterior insulation layer and the ancient brick, and improves the heat-insulating property of the ancient brick wall body, the entire stability of the wall body and the construction efficiency.

Description

Ancient architecture brick and concrete structure construction socket node
Technical field
The utility model relates to a kind of joint structure of building in the style of the ancients body of wall.
Background technology
China is the ancient civilized country that 5,000 years long cultural and historical are arranged, and along with the influence of the pseudo-classic trend of the development of times and the whole world, building in the style of the ancients more and more was subjected to the high praise of construction market in recent years.But at present, China has become second-biggest-in-the-world greenhouse gas emission state, so consider from china natural resources scarcity, sustainable development aspect, government has begun to improve energetically down efficiency of energy utilization, reduce resource consumption, to reduce greenhouse gases and other exhaust gas discharging, wherein, building energy conservation more has been placed on first critical positions by state leaders.
In order to cooperate this important behave of country, the heat preservation energy-saving construction of ancient architecture from now on and building in the style of the ancients engineering must become requisite project, but socket construction between the outer insulation of concrete structure and the ancient architecture brick material, never have the joint structure of a maturation.
The utility model content
In order to overcome the deficiencies in the prior art, the utility model provides a kind of ancient architecture brick and concrete structure construction to socket node, solve the connectivity problem between concrete structure, external thermal insulation and the ancient architecture brick, and it is not high to solve poor, the whole steadiness of existing ancient architecture brick wall body heat-insulating property, the problem that efficiency of construction is low.
The technical scheme that its technical problem that solves the utility model adopts is:
A kind of ancient architecture brick and concrete structure construction socket node, comprise the syndeton between the concrete structure of body of wall internal layer, middle insulation layer, outmost ancient architecture brick and the three, it is characterized in that: the syndeton between the three is connecting lacing wire and grouting bonding material.
Described ancient architecture brick is built by laying bricks or stones by arm face brick and rotary head brick alternate combinations and is formed.
The rotary head rib of arm face brick is beaten old slurry lath outwardly above the rotary head rib, on the inclined plane by the cement mortar cementation of fissures.
The rotary head brick is corresponding with reinforcing bar drag hook horizontal level, and the inboard of rotary head brick is shorter than the arm face brick, and its short gap is filled with the grouting bonding material.
Described connecting lacing wire have run through in the body of wall, in, outer three layers reinforcing bar drag hook and the horizontal bar of putting along wall, the afterbody of reinforcing bar drag hook is embedded in the concrete structure, the middle part of reinforcing bar drag hook is embedded in the insulation layer, the hook portion of reinforcing bar drag hook extends in the grouting bonding material in the inboard short space of rotary head brick, described horizontal bar is embedded in the grouting bonding material along wall, intersects with the reinforcing bar drag hook.
Described concrete structure is structural column or parapet.
Described reinforcing bar drag hook is connected by the colligation silk with horizontal bar.
Described grouting bonding material is a cement mortar.
Described horizontal bar is that every layer of ancient architecture brick has, and perhaps is provided with one every one to three layer of ancient architecture brick.
The utility model is simple and practical, solid and reliable, can increase work efficiency, and its beneficial effect is as follows:
1, by test and selection to the assembled wall connected node, we have found traditional ancient construction material and the key node that newly-built concrete structure combines, and have solved the connectivity problem between concrete structure, external thermal insulation and the ancient architecture brick.
2, by using cement mortar and old slurry ash, both improve the firm degree of ancient architecture body of wall, accelerated the speed of building by laying bricks or stones of body of wall, satisfied the requirement of ancient architecture body of wall tradition style and features again.
3, owing in the ancient architecture body of wall, used rotary head to open the bar brick, reduced material cost.
4, the utility model has improved the heat-insulating property and the whole steadiness of ancient architecture brick, insulation layer and concrete assembled wall greatly, has improved efficiency of construction.Not only can be used for stopping for a short time socketing of adobe and concrete structure, it can also be widely used in various ancient architecture brick material and concrete structure sockets.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is a vertical section structure schematic diagram of the present utility model.
Fig. 2 is the schematic diagram of arm face brick.
Reference numeral: insulation layer in the middle of 1-concrete structure, 2-arm face brick, 3-rotary head brick, 4-reinforcing bar drag hook, 5-horizontal bar, 6-grouting bonding material, the 7-.
The specific embodiment
Embodiment is referring to Fig. 1, shown in Figure 2, this ancient architecture brick and concrete structure construction socket node, comprise the syndeton between concrete structure 1, middle insulation layer 7, outmost ancient architecture brick and the three of body of wall internal layer, the syndeton between the three is connecting lacing wire and grouting bonding material 6.Described ancient architecture brick is built by laying bricks or stones by arm face brick 2 and rotary head brick 3 alternate combinations and is formed; The rotary head rib of arm face brick 2 is beaten old slurry lath outwardly above the rotary head rib, on the inclined plane by the cement mortar cementation of fissures; Rotary head brick 3 is corresponding with reinforcing bar drag hook 4 horizontal levels, and the inboard of rotary head brick 3 is shorter than arm face brick 2, and its short gap is filled with grouting bonding material 6; Described connecting lacing wire have run through in the body of wall, in, outer three layers reinforcing bar drag hook 4 and the horizontal bar of putting along wall 5, the afterbody of reinforcing bar drag hook 4 is embedded in the concrete structure 1, the middle part of reinforcing bar drag hook 4 is embedded in the insulation layer 3, the hook portion of reinforcing bar drag hook 4 extends in the grouting bonding material 6 in rotary head brick 3 inboard short spaces, described horizontal bar 5 is embedded in the grouting bonding material 6 along wall, intersects with the reinforcing bar drag hook.
Described concrete structure 1 is structural column or parapet.Described reinforcing bar drag hook 4 is connected by the colligation silk with horizontal bar 5.Described horizontal bar 5 is that every layer of ancient architecture brick has, and perhaps is provided with one every one to three layer of ancient architecture brick.Described grouting bonding material 6 is conventional cement mortar or polymer cement mortar.
The utility model will relate to four parts, that is: concrete structure, connecting lacing wire, middle insulation layer, ancient architecture brick.
At first once, plant the reinforcing bar drag hook on the second coagulation soil structure then replant horizontal bar in type during construction, then lay on concrete structure and paste heat insulating material, insulation layer in the middle of forming carries out at last that ancient architecture is brick to be built.
Below, will be further described the utility model with accompanying drawing in conjunction with the embodiments.
The ancient architecture brick can adopt and stop adobe for a short time or stop adobe etc. greatly, and the used ancient architecture brick of present embodiment material is for stopping adobe for a short time, and middle insulation layer is the thick extruded sheet of 50mm.
Technological process: measure unwrapping wire → bar planting → heat insulating material lays → stop for a short time adobe build by laying bricks or stones → stop for a short time the interior horizontal bar of adobe bury → stop for a short time adobe underground and build by laying bricks or stones → pave floor with bricks, stones etc. water, get ready.
The grouting bonding material is selected:
(1) tradition is built main peach blossom slurry or the quicklime slurry of adopting of grouting by laying bricks or stones, and extremely the way of Jiang Jiuing is starched with glutinous rice.But as adopt the conventional grout material, limit because of the character of its material itself, stopping that mud builds by laying bricks or stones every day for a short time highly can not be greater than 1200mm, such speed of application is slower.
(2) cement mortar.Use cement mortar to make to stop for a short time building by laying bricks or stones of adobe every day highly to be increased to 1500mm, just can build 4~5 skin bricks more every day.In addition, the production of lime will consume a large amount of energy and produce a large amount of CO 2, therefore being the protection environment, we will reduce the use amount of lime as far as possible.Present embodiment has adopted modern M7.5 cement mortar as grouting agent.
After having determined grouting agent, at the rotary head rib place of arm face brick, remain and beat the old slurry of tradition lath, stop the color and the ancient architecture effect of the brickwork joint of facing for a short time with assurance.
The reinforcing bar drag hook of described implantation concrete structure adopts one-level Φ 6mm reinforcement fabrication, and the reinforcing bar drag hook is in length and breadth to spacing 200mm.Protruded length is generally 70mm, in case of the hired thug position then protruded length be: the thick 10mm reinforcement cover of bar is opened in the rotary head of hired thug thickness.

Claims (5)

1. ancient architecture brick and concrete structure construction socket node, comprise the syndeton between the concrete structure (1) of body of wall internal layer, middle insulation layer (7), outmost ancient architecture brick and the three, it is characterized in that: the syndeton between the three is connecting lacing wire and grouting bonding material (6);
Described ancient architecture brick is built by laying bricks or stones by arm face brick (2) and rotary head brick (3) alternate combinations and is formed;
The rotary head rib of arm face brick (2) is beaten old slurry lath outwardly above the rotary head rib, on the inclined plane by the cement mortar cementation of fissures;
Rotary head brick (3) is corresponding with reinforcing bar drag hook (4) horizontal level, and the inboard of rotary head brick (3) is shorter than arm face brick (2), and its short gap is filled with grouting bonding material (6);
Described connecting lacing wire have run through in the body of wall, in, outer three layers reinforcing bar drag hook (4) and the horizontal bar of putting along wall (5), the afterbody of reinforcing bar drag hook (4) is embedded in the concrete structure (1), the middle part of reinforcing bar drag hook (4) is embedded in the insulation layer (3), the hook portion of reinforcing bar drag hook (4) extends in the grouting bonding material (6) in the inboard short space of rotary head brick (3), described horizontal bar (5) is embedded in the grouting bonding material (6) along wall, intersects with the reinforcing bar drag hook.
2. ancient architecture brick according to claim 1 and concrete structure construction socket node, it is characterized in that: described concrete structure (1) is structural column or parapet.
3. ancient architecture brick according to claim 1 and 2 and concrete structure construction socket node, it is characterized in that: described reinforcing bar drag hook (4) is connected by the colligation silk with horizontal bar (5).
4. ancient architecture brick according to claim 1 and 2 and concrete structure construction socket node, it is characterized in that: described grouting bonding material (6) is a cement mortar.
5. ancient architecture brick according to claim 1 and 2 and concrete structure construction socket node, it is characterized in that: described horizontal bar (5) is that every layer of ancient architecture brick has, and perhaps is provided with one every one to three layer of ancient architecture brick.
CN2009203081325U 2009-08-17 2009-08-17 Joint node for construction of ancient bricks and concrete structures Expired - Fee Related CN201474116U (en)

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CN2009203081325U CN201474116U (en) 2009-08-17 2009-08-17 Joint node for construction of ancient bricks and concrete structures

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Application Number Priority Date Filing Date Title
CN2009203081325U CN201474116U (en) 2009-08-17 2009-08-17 Joint node for construction of ancient bricks and concrete structures

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CN201474116U true CN201474116U (en) 2010-05-19

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102587612A (en) * 2012-01-18 2012-07-18 浙江海天建设集团有限公司 Pulling structure of natural rock block fake-dry-masonry decorating wall and manufacturing method
CN103615114A (en) * 2013-12-02 2014-03-05 浙江中联建设集团有限公司 Construction method for brick setting concrete steel tie anti-crack plate strip
CN113775081A (en) * 2021-09-18 2021-12-10 陕西建工第三建设集团有限公司 Construction method of inner and outer leaf composite wall of pseudo-classic building
CN114991492A (en) * 2022-05-31 2022-09-02 山西一建集团有限公司 Construction method for connecting archaized building outer wall and ancient building blue brick wall body with main structure

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102587612A (en) * 2012-01-18 2012-07-18 浙江海天建设集团有限公司 Pulling structure of natural rock block fake-dry-masonry decorating wall and manufacturing method
CN103615114A (en) * 2013-12-02 2014-03-05 浙江中联建设集团有限公司 Construction method for brick setting concrete steel tie anti-crack plate strip
CN103615114B (en) * 2013-12-02 2018-03-06 浙江中联建设集团有限公司 Brick setting concrete drawknot anticracking board belt construction engineering method
CN113775081A (en) * 2021-09-18 2021-12-10 陕西建工第三建设集团有限公司 Construction method of inner and outer leaf composite wall of pseudo-classic building
CN114991492A (en) * 2022-05-31 2022-09-02 山西一建集团有限公司 Construction method for connecting archaized building outer wall and ancient building blue brick wall body with main structure

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C56 Change in the name or address of the patentee
CP01 Change in the name or title of a patent holder

Address after: 100013 Beijing city Chaoyang District Dongtucheng Road No. 9

Patentee after: Beijing Urban Construction Yatai Group Co., Ltd.

Address before: 100013 Beijing city Chaoyang District Dongtucheng Road No. 9

Patentee before: Beijing Urban Construction Yatai Construction Engineering Co., Ltd.

CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20100519

Termination date: 20180817

CF01 Termination of patent right due to non-payment of annual fee