CN201495651U - Composite wall construction tie node of antique bricks and insulation blocks - Google Patents

Composite wall construction tie node of antique bricks and insulation blocks Download PDF

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Publication number
CN201495651U
CN201495651U CN2009203081147U CN200920308114U CN201495651U CN 201495651 U CN201495651 U CN 201495651U CN 2009203081147 U CN2009203081147 U CN 2009203081147U CN 200920308114 U CN200920308114 U CN 200920308114U CN 201495651 U CN201495651 U CN 201495651U
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CN
China
Prior art keywords
insulation blocks
brick
drag hook
reinforcing bar
bricks
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
CN2009203081147U
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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
周士勋
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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Priority to CN2009203081147U priority Critical patent/CN201495651U/en
Application granted granted Critical
Publication of CN201495651U publication Critical patent/CN201495651U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

Disclosed is a composite wall construction tie node of antique bricks and insulation blocks, which comprises insulation blocks forming the inner skin of a composite wall, antique bricks forming the outer skin of the composite wall, and a connection structure of the antique bricks and the insulation blocks. The outer vertical faces of the insulation blocks are connected with the antique bricks through tie bars and grouted binders. The insulation blocks of the inner skin of the composite wall are built integrally by the grouted binders, reinforcement bar retractors are horizontally embedded in the grouted binders among the insulation blocks, the middle portion and tail portion of the reinforcement bar retractor are extended into the grouted binders to be perpendicular connected with horizontal bars embedded in the grouted binders, and hooks at the head portions of the reinforcement bar retractors are arranged outside the insulation blocks. The antique bricks are built from combination of shoulder-faced bricks and corner bricks. The composite wall construction tie node resolves the connection problem of the antique bricks and the insulation blocks, and increase insulation performance, integral stability and construction efficiency of composite walls of the antique bricks.

Description

Ancient architecture brick and the construction of insulation blocks compound wall socket node
Technical field
The utility model relates to a kind of joint structure of heat-preserving wall.
Background technology
At present, China has become second-biggest-in-the-world greenhouse gas emission state, the china natural resources scarcity, consider from the 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, building energy conservation more has been placed on first critical positions by state leaders.
And be this important behave that cooperates 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.And the traditional ancient construction material also has its limitation aspect heat preservation energy-saving, must be used with new heat insulating material, just can reach the ancient architecture effect that had both guaranteed outward appearance, meets the code requirement of country to the heat preservation energy-saving aspect again.And the domestic body of wall connected node that does not still have ripe, used insulation blocks of large tracts of land and ancient architecture brick.As adopt dark fourth to socket the method construction, though can well solve the connectivity problem of about skin body of wall, and in ancient building, also be very ripe way, need in the building block in the back of the body, to cut out dark fourth space, and the character of insulation blocks and figuline building blocks are similar.Frangible when promptly cutting system, the consumption of dieing young is very big.Owing to wall in the back of the body has part building block breakage, the steadiness of blockwork is descended to some extent simultaneously.And, when doing water pouring test, metope finds inside infiltration phenomenon is arranged at dark fourth place.
In addition when construction, because insulation blocks is different with the character and the building method of ancient architecture brick material, building by laying bricks or stones that allow every day is highly also different, if allow insulation blocks and ancient architecture brick build by laying bricks or stones simultaneously, insulation blocks will certainly occur and build work holdup phenomenon by laying bricks or stones, be unfavorable for the production practical operation and guarantee the duration.
The utility model content
The purpose of this utility model provides a kind of ancient architecture brick and the construction of insulation blocks compound wall sockets node, solve the connectivity problem of ancient architecture brick and insulation blocks, and solve that existing ancient architecture brick wall body lacks heat insulation function, whole steadiness is not high, the problem that efficiency of construction is low.
For achieving the above object, the utility model adopts following technical scheme:
This ancient architecture brick and the construction of insulation blocks compound wall socket node, comprise the insulation blocks that constitutes the compound wall endothelium, the ancient architecture brick that constitutes the compound wall crust and the syndeton of the two, it is characterized in that: the outer facade of insulation blocks is connected with the ancient architecture brick with the grouting bonding material by connecting lacing wire;
The insulation blocks of described compound wall endothelium is built by laying bricks or stones by the grouting bonding material and is one, level is implanted with the reinforcing bar drag hook in the grouting bonding material between each insulation blocks, the middle part of reinforcing bar drag hook and afterbody stretch in the grouting bonding material, and the crotch of reinforcing bar drag hook head exposes the insulation blocks outside;
Described ancient architecture brick is built by laying bricks or stones by arm face brick and the combination of rotary head brick 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, the gap that the part that the rotary head brick is shorter than the arm face brick and the arm face brick of levels are formed for holding reinforcing bar drag hook head crotch and grouting bonding material.
The vertical connection of horizontal bar that the middle part of described reinforcing bar drag hook and afterbody are all buried underground in the bonding material with grouting, the reinforcing bar drag hook has one section kink between the horizontal bar of middle part and afterbody, and the horizontal bar near the insulation blocks inner face is connected in reinforcing bar drag hook top, is connected in reinforcing bar drag hook below near the horizontal bar outside the insulation blocks.
The head of described reinforcing bar drag hook is connected with horizontal bar is vertical.
Described reinforcing bar drag hook can be connected by the colligation silk with horizontal bar.
Described grouting bonding material can be a cement mortar.
Compared with prior art the utlity model has following characteristics and beneficial effect:
1, by test and selection, found traditional ancient construction material and the key node that newly-built heat insulating material combines, solved the connectivity problem of ancient architecture brick and insulation blocks the assembled wall connected node.
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.Can improve the speed of building by laying bricks or stones of ancient architecture brick, make and stop building by laying bricks or stones of adobe every day for a short time and highly be increased to 1500mm.
3, owing in the ancient architecture body of wall, used the rotary head brick, reduced material cost.
4, improve the heat-insulating property and the whole steadiness of ancient architecture brick assembled wall simultaneously, accelerated efficiency of construction.This node structure not only can be used for stopping for a short time socketing of adobe and insulation blocks body of wall, and it can also be widely used in the socketing of compound wall of various ancient architecture brick material and newly-built building block formation.
Description of drawings
The utility model is described in more detail below in conjunction with accompanying drawing.
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is that reinforcing bar drag hook and horizontal bar link position concern schematic diagram.
Fig. 3 is the structural representation of arm face brick.
Fig. 4 is that insulation blocks is built schematic flow sheet by laying bricks or stones.
Fig. 5 is the schematic flow sheet of building by laying bricks or stones of ancient architecture brick.
Reference numeral: 1-insulation blocks, 2-arm face brick, 3-rotary head brick, 4-reinforcing bar drag hook, 5-horizontal bar, 6-grouting bonding material, 7-starch lath always.
The specific embodiment
Embodiment is referring to shown in Figure 1, this ancient architecture brick and the construction of insulation blocks compound wall socket node, comprise the insulation blocks that constitutes the compound wall endothelium, the ancient architecture brick that constitutes the compound wall crust and the syndeton of the two, the outer facade of insulation blocks is connected with the ancient architecture brick with the grouting bonding material by connecting lacing wire, and grouting bonding material 6 can be conventional cement mortar or polymer cement mortar.
The insulation blocks 1 of described compound wall endothelium is built by laying bricks or stones by grouting bonding material 6 and is one, level is implanted with reinforcing bar drag hook 4 in the grouting bonding material between each insulation blocks, the middle part of reinforcing bar drag hook and afterbody stretch in the grouting bonding material, and the crotch of reinforcing bar drag hook head exposes the insulation blocks outside.
Used ancient architecture brick can form for stopping adobe for a short time or stop adobe etc. greatly, can being built by laying bricks or stones by arm face brick 2 and 3 combinations of rotary head brick.
The rotary head rib of arm face brick 2 is beaten old slurry lath 7 outwardly above the rotary head rib, on the inclined plane by the cement mortar cementation of fissures, referring to shown in Figure 3.
Rotary head brick 3 is corresponding with reinforcing bar drag hook horizontal level, the gap that the part that rotary head brick 3 is shorter than arm face brick 2 and the arm face brick of levels are formed for holding reinforcing bar drag hook head crotch and grouting bonding material.
The middle part of described part reinforcing bar drag hook 4 is connected by the colligation silk is vertical with horizontal bar 5 with afterbody.The reinforcing bar drag hook has one section kink between the horizontal bar of middle part and afterbody, and is connected in reinforcing bar drag hook top near the horizontal bar of insulation blocks inner face, is connected in reinforcing bar drag hook below near the horizontal bar outside the insulation blocks.The head of reinforcing bar drag hook 4 also is connected with horizontal bar, and horizontal bar is connected in reinforcing bar drag hook top.
Referring to shown in Figure 2, described reinforcing bar drag hook 4 middle parts and afterbody respectively with 5 vertical connections an of horizontal bar, the reinforcing bar drag hook has one section kink between two horizontal bars, and the horizontal bar near the insulation blocks inner face is connected in reinforcing bar drag hook top, is connected in reinforcing bar drag hook below near the horizontal bar outside the insulation blocks.
Work progress of the present utility model is referring to Fig. 4, shown in Figure 5,
1, the wall line ejects in cleaning basic unit, and calibration is smooth, picks stalk and smears the hole, has served as a contrast footing, and row's brick sample is lived.
2, bolt upright line in two ends is noted rising to unanimity.Horizontal bolt line for sleeping in, cover line.String pendulum brick usefulness for sleeping in, the cover line pastes chi and uses.
When measuring unwrapping wire, insulation blocks with stop mud for a short time and divide sequencing to build by laying bricks or stones, for reducing error, when unwrapping wire, emit the interior rubber-insulated wire of insulation blocks simultaneously and stop the outer rubber-insulated wire of mud for a short time, so not only can be so that the planeness of control interior wall but also can guarantee to stop for a short time mud and " throw away work " by line, simultaneously owing to understood insulation blocks and the position relation of stopping mud for a short time,, certain reference has been arranged to the newly-built bricklayer building heat insulation building block of not understanding ancient architecture watt work with when burying reinforcing bar underground.
3, do pendulum first floor brick according to line, hold up with leveling ruler again, paste line up and down, stupefied about the block-by-block calibration levelling brick, and the integral planar of laterally pasting this layer of chi calibration brick.
It should be noted that tradition is built the main employing of grouting peach blossom slurry by laying bricks or stones or quicklime is starched, extremely the way of Jiang Jiuing is starched with glutinous rice.As adopt the conventional grout material, limit because of the character of its material itself, stop for a short time every day mud build by laying bricks or stones the height can not be greater than 1200mm, speed of application is slower.Based on above reason, construction of the present utility model can adopt modern M7.5 cement mortar as grouting agent, can make like this to stop building by laying bricks or stones of mud every day for a short time and highly be increased to 1500mm.Just can build 4-5 skin brick every day more.In addition, the production of lime will consume a large amount of energy and produce a large amount of CO 2, therefore be the protection environment, reduce the use amount of lime as far as possible.
5, with the M7.5 cement mortar along slurry mouthful grouting three times, half mouthful of slurry of the rarer filling of first pass, and grind off the stupefied part that exceeds with bistrique, stopping, it is stupefied straight time to make.Second time slurry is thick slightly, the 3rd time slurry part fill up deficit " point fall nest ".Thereafter will irritate the place of starching with the mortar of doing smears.In addition, grouting will surely will be spared, can not be excessive, prevent from brick is strutted.
When 6, above each layer done pendulum, all should accomplish " upward with line, down with stupefied ", one deck one is irritated three layers of one brush.
7, when building the relevant position of reinforcing bar drag hook by laying bricks or stones, adopt that rotary head is brick builds.And when building by laying bricks or stones with the 3rd horizontal bar colligation on drag hook, tamp with cement mortar.
The reinforcing bar drag hook adopts one-level Φ 6 reinforcement fabrications.Reinforcing bar drag hook horizontal spacing 200mm is vertically with the insulation blocks height.The reinforcing bar drag hook gos deep into 240mm in the insulation blocks, and protruded length is generally 70mm, in case of the hired thug position then protruded length be: hired thug thickness-rotary head open bar thick-the 10mm reinforcement cover.When drag hook is built by laying bricks or stones at insulation blocks, be pressed in the masonry mortar.Horizontal bar and drag hook adopt the colligation silk to link together.
Horizontal bar in the insulation blocks also adopts one-level Φ 6 reinforcement fabrications, and reinforcement location is at the inside 70mm of insulation blocks crust place.Two ends by standard anchor into constructional column or with primary structure on bar planting colligation overlap joint.When the building heat insulation building block, be pressed in the concrete block masonry mortar.Horizontal bar near the insulation blocks inner face is connected in reinforcing bar drag hook top, is connected in reinforcing bar drag hook below near the horizontal bar outside the insulation blocks.Or be connected a horizontal bar 5 respectively at reinforcing bar drag hook 4 heads, middle part and afterbody.Be equipped with horizontal bar in the grouting bonding material between each insulation blocks, also can in the grouting bonding material between different insulation blocks horizontal bar be set at interval, as shown in Figure 1.
8, after whole metope is finished, the brickwork joint overhang is polished, build up one's health by taking tonic with brick and equal incomplete, sand holes with bistrique.When treating that the monolithic architecture thing is completed, get wet with bistrique and to torment whole metope, getting wet with brush simultaneously scrubs clean metope, and it is clear to reach the wall flush joint.
9, stop for a short time to obstinately follow tradition build brick build finish after, undertaken by the ancient architecture traditional method that pave floor with bricks, stones etc. is worked, got ready, pave floor with bricks, stones etc. water is lived and bath.

Claims (5)

1. the construction of ancient architecture brick and insulation blocks compound wall sockets node, comprise the insulation blocks that constitutes the compound wall endothelium, the ancient architecture brick that constitutes the compound wall crust and the syndeton of the two, it is characterized in that: the outer facade of insulation blocks is connected with the ancient architecture brick with the grouting bonding material by connecting lacing wire;
The insulation blocks of described compound wall endothelium (1) is built by laying bricks or stones by grouting bonding material (6) and is one, level is implanted with reinforcing bar drag hook (4) in the grouting bonding material between each insulation blocks, the middle part of reinforcing bar drag hook and afterbody stretch in the grouting bonding material, and the crotch of reinforcing bar drag hook head exposes the insulation blocks outside;
Described ancient architecture brick is built by laying bricks or stones by arm face brick (2) and rotary head brick (3) combination and is formed;
The rotary head rib of arm face brick (2) is beaten old slurry lath (7) 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 horizontal level, the gap that the part that rotary head brick (3) is shorter than arm face brick (2) and the arm face brick of levels are formed for holding reinforcing bar drag hook head crotch and grouting bonding material.
2. ancient architecture brick according to claim 1 and the construction of insulation blocks compound wall socket node, it is characterized in that: the vertical connection of horizontal bar (5) that the middle part of described reinforcing bar drag hook (4) and afterbody are all buried underground in the bonding material with grouting, the reinforcing bar drag hook has one section kink between the horizontal bar of middle part and afterbody, and the horizontal bar near the insulation blocks inner face is connected in reinforcing bar drag hook top, is connected in reinforcing bar drag hook below near the horizontal bar outside the insulation blocks.
3. ancient architecture brick according to claim 2 and the construction of insulation blocks compound wall socket node, it is characterized in that: the head of described reinforcing bar drag hook (4) and vertical connection of horizontal bar (5).
4. socket node according to claim 1 or 2 or 3 described ancient architecture bricks and the construction of insulation blocks compound wall, it is characterized in that: described reinforcing bar drag hook is connected by the colligation silk with horizontal bar.
5. socket node according to claim 1 or 2 or 3 described ancient architecture bricks and the construction of insulation blocks compound wall, it is characterized in that: described grouting bonding material (6) is a cement mortar.
CN2009203081147U 2009-08-17 2009-08-17 Composite wall construction tie node of antique bricks and insulation blocks Expired - Fee Related CN201495651U (en)

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Application Number Priority Date Filing Date Title
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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102587611A (en) * 2012-01-18 2012-07-18 浙江海天建设集团有限公司 Natural rock block fake-dry-masonry decorating wall and construction method
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
CN102661053A (en) * 2012-05-29 2012-09-12 北京城建建设工程有限公司 Construction method of outer wall split decorative bricks on shear wall
CN102677908A (en) * 2012-05-29 2012-09-19 北京城建建设工程有限公司 Construction method of outer wall splitting decoration bricks of filling wall
CN103317263A (en) * 2012-03-19 2013-09-25 五冶集团上海有限公司 Method for positioned welding annealing furnace wall brick metal draw hook piece
CN104652656A (en) * 2015-02-11 2015-05-27 许浒 Method for forming wall by combining split type self-insulation building blocks
CN114277964A (en) * 2021-12-27 2022-04-05 上海建工四建集团有限公司 Method for building colored glaze shadow wall

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102587611A (en) * 2012-01-18 2012-07-18 浙江海天建设集团有限公司 Natural rock block fake-dry-masonry decorating wall and construction method
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
CN103317263A (en) * 2012-03-19 2013-09-25 五冶集团上海有限公司 Method for positioned welding annealing furnace wall brick metal draw hook piece
CN103317263B (en) * 2012-03-19 2015-06-03 五冶集团上海有限公司 Method for positioned welding annealing furnace wall brick metal draw hook piece
CN102661053A (en) * 2012-05-29 2012-09-12 北京城建建设工程有限公司 Construction method of outer wall split decorative bricks on shear wall
CN102677908A (en) * 2012-05-29 2012-09-19 北京城建建设工程有限公司 Construction method of outer wall splitting decoration bricks of filling wall
CN102661053B (en) * 2012-05-29 2014-03-26 北京城建建设工程有限公司 Construction method of outer wall split decorative bricks on shear wall
CN104652656A (en) * 2015-02-11 2015-05-27 许浒 Method for forming wall by combining split type self-insulation building blocks
CN104652656B (en) * 2015-02-11 2017-09-26 许浒 A kind of split type heat insulation building block is combined into wall method
CN114277964A (en) * 2021-12-27 2022-04-05 上海建工四建集团有限公司 Method for building colored glaze shadow wall
CN114277964B (en) * 2021-12-27 2023-05-26 上海建工四建集团有限公司 Method for building colored glaze shadow wall

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GR01 Patent grant
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: 20100602

Termination date: 20180817

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