CN106930430A - A kind of wall body structure with dew muscle groove peep hole - Google Patents

A kind of wall body structure with dew muscle groove peep hole Download PDF

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Publication number
CN106930430A
CN106930430A CN201710305800.8A CN201710305800A CN106930430A CN 106930430 A CN106930430 A CN 106930430A CN 201710305800 A CN201710305800 A CN 201710305800A CN 106930430 A CN106930430 A CN 106930430A
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China
Prior art keywords
wall
lower section
body structure
wall body
cast
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Granted
Application number
CN201710305800.8A
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Chinese (zh)
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CN106930430B (en
Inventor
朱凤起
石海青
李洋
倪特福
张建君
曹海龙
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Chengde Green Building Energy Saving Technology Co Ltd
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Chengde Green Building Energy Saving Technology Co Ltd
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Priority to CN201710305800.8A priority Critical patent/CN106930430B/en
Publication of CN106930430A publication Critical patent/CN106930430A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Revetment (AREA)

Abstract

The invention discloses a kind of wall body structure with dew muscle groove peep hole, including the top wall and lower section wall that set gradually from top to bottom, lower section wall has the first lower section wall and the second lower section wall, this first, second lower section wall is spaced arrangement, to form cast-in-place region, wall body structure with dew muscle groove peep hole has through top wall, first lower section wall, the reinforcing bar of the transverse and longitudinal interlaced arrangement in the second lower section wall and cast-in-place region, first, second lower section wall is provided with multiple dew muscle grooves with the contact surface in cast-in-place region, it is longitudinally arranged first, the reinforcing bar of the second lower section wall is located in the space that the dew muscle groove is formed, the grouting channel on cast-in-place region and wall body structure top is communicated with inside the wall of top, second lower section wall is communicated with several dew muscle groove peep holes in its front and cast-in-place region.The wall body structure that the present invention is provided is easy to observe arrangement of reinforcement situation in dew muscle groove before concrete perfusion, it is ensured that the overall bearing capacity of wall body structure.

Description

A kind of wall body structure with dew muscle groove peep hole
Technical field
The present invention relates to building engineering field, particularly a kind of wall body structure with dew muscle groove peep hole.
Background technology
The wall body structure of existing architecture indoor includes the spaced wall of two panels, and transverse and longitudinal is placed between two panels wall Multiple tracks reinforcing bar staggeredly, then with concreting into complete prefabricated inner wall structure.But, this precast wall body structure is deposited In certain defect, such as bearing capacity of cast-in-situ wall structure especially not ideal enough and cast-in-situ wall the globality of shearing resistance and close Envelope property is poor.Occur in that to be spaced on wall in two panels later and set trench structure to increase the improvement of cast-in-situ wall bearing capacity Measure.But the reinforcing bar in wall body structure requirement trench structure must be arranged exactly, serious if reinforcement bar arrangement offsets The overall bearing capacity of influence wall body structure.
The content of the invention
It is easy to be observed before casting concrete steel bar arrangement situation in cast-in-place region it is an object of the invention to provide one kind Band reveal muscle groove peep hole wall body structure.
To achieve these goals, a kind of wall body structure of band dew muscle groove peep hole that the present invention is provided, including from upper And under the top wall and lower section wall that set gradually, the lower section wall has the first lower section wall and the second lower section wall, The first lower section wall and the second lower section wall are spaced arrangement, and to form cast-in-place region, the wall body structure has and runs through The reinforcing bar of the transverse and longitudinal interlaced arrangement in the top wall, the first lower section wall, the second lower section wall and cast-in-place region, described first Lower section wall, the second lower section wall are provided with multiple dew muscle grooves with the contact surface in the cast-in-place region, are longitudinally arranged described first Lower section wall, the reinforcing bar of the second lower section wall are located in the space that the dew muscle groove is formed, and are communicated with inside the top wall The cast-in-place region and the grouting channel on the wall body structure top, first lower section wall or/and the second lower section wall set There are several dew muscle groove peep holes for connecting the second lower section wall front and the cast-in-place region.
Further, dew muscle groove cross section is semicircle or polygon, is longitudinally arranged wall, second below described first The reinforcing bar of lower section wall is located in the space that the dew muscle groove is formed.
Further, the wall body structure is additionally provided with support column, and the support column is located in the cast-in-place region, and it is from described The bottom of wall body structure extends to and is contacted with the top wall bottom face.
Further, support column width is equal with the cast-in-place peak width, and the support column is provided with some connections adjacent two The intercommunicating pore in cast-in-place region.
Further, support column quantity is two.
Further, support column bottom surface is provided with location hole, and the wall body structure is additionally provided with the tune being engaged with the location hole Flat component.Location hole is screwed hole.Component leveling can be the bolt being adapted with location hole, or is adapted with location hole Screw rod, the screw rod bottom has regulation leg.
Preferably, the wall body structure two sides are respectively equipped with multiple shear structures.
Preferably, grouting channel inwall bottom has water conservancy diversion inclined-plane.
Preferably, top wall has the pulp passage for connecting the top wall front and the cast-in-place region.
The wall body structure of the band dew muscle groove peep hole that the present invention is provided is easy to be seen before to cast-in-place regional perfusion concrete Arrangement of reinforcement situation in dew muscle groove is examined, so as to ensure the overall bearing capacity of wall body structure.The wall body structure of band dew muscle groove peep hole is also With the good high capacity of intensity, globality and the preferable advantage of sealing.
Brief description of the drawings
Fig. 1 is the front view of the wall body structure with dew muscle groove peep hole provided by the present invention.
Fig. 2 is the right view of the wall body structure with dew muscle groove peep hole provided by the present invention.
Fig. 3 is the top view of the wall body structure with dew muscle groove peep hole provided by the present invention.
Fig. 4 is the upward view of the wall body structure with dew muscle groove peep hole provided by the present invention.
In figure:
1. 2. first lower section wall of top wall, 3. second 4. cast-in-place region of lower section wall, 5. reinforcing bar 6. reveals muscle groove 7. Dew muscle groove peep hole 9. support column, 10. location hole, 11. component leveling, 12. shear structure, 13. water conservancy diversion of grouting channel 8. are oblique The intercommunicating pore of 14. pulp passage of face 15.
Specific embodiment
In order that those skilled in the art more fully understand the present invention program, with reference to the accompanying drawings and detailed description The present invention is described in further detail.
Fig. 1,2,3,4 are refer to, the wall body structure of band dew muscle groove peep hole includes the top for setting gradually from top to bottom Wall 1 and lower section wall, the lower section wall have the first lower section wall 2 and the second lower section wall 3, the first lower section wall 2 And second be provided with gap between lower section wall 3, form cast-in-place region 4, the wall body structure have through the top wall 1, The reinforcing bar 5 of the transverse and longitudinal interlaced arrangement of the first lower section wall 2, the second lower section wall 3 and cast-in-place region 4, first lower section wall 2nd, the second lower section wall 3 is provided with multiple dew muscle grooves 6 with the contact surface in the cast-in-place region 4, is longitudinally arranged below described first Wall 2, the reinforcing bar 5 of the second lower section wall 3 are located in the space that the dew muscle groove 6 is formed, and are communicated with inside the top wall 1 The cast-in-place region 4 and the grouting channel 7 on wall body structure top, second lower section wall 3 are communicated with the second lower section wall Several dew muscle groove peep holes 8 in the front of body 3 and the cast-in-place region 4.
The quantity of dew muscle groove 6 can be adjusted flexibly according to the quantity of reinforcing bar 5 longitudinally through first, second lower section wall, excellent As shown in the accompanying drawing that the present invention is provided, wall is respectively provided with and reveals muscle groove 6 below first, second for choosing, its quantity be longitudinally arranged The quantity of reinforcing bar 5 of first, second lower section wall is equal.The concrete shape of the cross section of dew muscle groove 6 is not construed as limiting the invention, It can be semicircle or polygon (such as rectangle or trapezoidal).
The effect of wherein dew muscle groove 6 is, first, longitudinal reinforcement 5 in dew muscle groove 6 is relative to the first lower section wall 2, the Two lower section walls 3 expose, and make longitudinal reinforcement 5 exposed at dew muscle groove in the wall body structure longitudinally exposed with lower floor's wall top Bar splicing, levels wall is connected when cast-in-place, improve bulk strength;The longitudinal reinforcement 5 that exposes and cast-in-place mixed simultaneously Solidifying soil is directly bonded, and strengthens the combination of new-old concrete, the effectively bearing capacity of enhancing cast-in-situ wall.Second, reveal muscle groove 6 and embedment Reinforcing bar 5 in the dew muscle groove 6 forms cast-in-situ wall and the first lower section wall 2, the shear key of the second lower section wall 3, prevents cast-in-place Relative sliding is produced between wall and the first lower section wall 2, the second lower section wall 3, further strengthens holding for cast-in-situ wall Carry power.3rd, concrete material pours into the raised of the formation of dew muscle groove 6 and constructs the combination for strengthening new-old concrete, enhances wall The globality of mechanism, is favorably improved the waterproof ability of cast-in-situ wall.
Before to the injection of cast-in-place region 4 concrete, for the ease of the deployment scenarios of longitudinal reinforcement 5 in observation dew muscle groove 6, Whether such as reinforcing bar 5 is positioned exactly in the space that dew muscle groove 6 is formed, and whether there is larger skew etc., the company of being provided with of wall 3 below second Lead to several dew muscle groove peep holes 8 in the front of the second lower section wall 3 and the cast-in-place region 4.The position of dew muscle groove peep hole 8 can With the region for being arranged on the middle part of the second lower section wall 3 or closing on the top bottom of wall 1, shape can be circular or polygon, tool Body position and shape are not construed as limiting the invention.Can be by the observation reinforcing bar 5 such as natural light or flashlight when actually used Deployment scenarios.Dew muscle groove peep hole 8 can be positioned only at the front of the second lower section wall 3, and it is used to observe the first lower section wall Reinforcing bar 5 in 2 dew muscle groove 6.Can also be as in the present embodiment, wall front is respectively provided with the groove observation of dew muscle below first, second Hole 8, so can be observed that with the deployment scenarios of reinforcing bar 5 in the dew muscle groove 6 of first, second lower section wall.
In order in the case where wall load ratio is larger increase wall body structure local anti-pressure ability, as it is of the invention enter One step is improved, and the wall body structure is additionally provided with support column 9, and the support column 9 is located in the cast-in-place region 4, and it is from the wall body structure Bottom extend to and contacted with the bottom face of top wall 1.Its generally rectangular configuration.The implementation that for example present invention is provided Shown in example, the support column 9 is two, and the thickness of support column 9 is equal with the thickness of cast-in-place region 4, if the support column 9 is provided with involvement Lead to the intercommunicating pore 15 in adjacent two cast-in-place region 4.Each width of support column 9 is identical with thickness, itself and the both sides of cast-in-place region 4 and center The distance of line is also identical, i.e., two support columns 9 are symmetrically set.Setting the effect of intercommunicating pore 15 is, when the width of support column 9 with it is existing Pour the width of region 4 it is identical when, i.e., cast-in-place region 4 is separated into three parts by support column 9, and the intercommunicating pore 15 on support column 9 makes existing Pour region 4 to communicate with each other, be easy to inject coagulation to the cast-in-place region 4 for being separated on the basis of the quantity of grouting channel 7 is not increased Soil.
As the further improvement of the embodiment, as shown in Fig. 1,4, location hole 10 is provided with two support column bottom surfaces, it is described Wall body structure is additionally provided with the component leveling 11 being engaged with the location hole.Those skilled in the art can be set according to prior art should Component leveling 11, such as location hole 10 are screwed hole.Component leveling can be the bolt being adapted with location hole 10, or is and determines The screw rod that position hole 10 is adapted, the screw rod bottom has regulation leg.
In order to increase the bearing capacity of wall body structure side, as the preferred embodiment of the present invention, as shown in figure 1, wall Texture edge is provided with multiple shear structures 12.Those skilled in the art can set the shear structure according to prior art, for example, exist Multiple grooves of wall body structure side, its lug boss set with adjacent wall side is engaged, and is collectively forming shear key.
Used as the preferred embodiment of the present invention, as shown in Fig. 1,4, the inwall bottom of grouting channel 7 has water conservancy diversion inclined-plane 13. The water conservancy diversion inclined-plane 13 makes the part grouting channel integrally in frustum, and its effect is to promote concrete to be flowed in cast-in-place region.
Cast-in-place region 4 is filled and continues to grouting, and concrete is gradually filled with grouting channel 7, due to perfusion speed during actual job Rate is very fast, and concrete overflows from grouting channel 7 already when construction party has recognized the need to stopping grouting, not only causes concrete material Loss and also needs do cleaning surface of wall work.Used as the preferred embodiment of the present invention, the top wall 1 has Connect the pulp passage 14 in the front of top wall 1 and the cast-in-place region 4.As shown in Figure 1, 2, the pulp passage 14 is vertical cuts Face is L-shaped, and wall 1 above positive 14 mouthfuls of pulp passage in one end closes on the bottom of top wall 1, and the other end is located at first The bottom of wall makes the top front of wall 1 be connected with cast-in-place region 4, and the effect of the pulp passage 14 is, when cast-in-place region 4 is mixed When solidifying soil is filled, as the continuation of concrete is irrigated, unnecessary concrete first passes through the pulp passage 14 and overflows, thus shown existing Pouring region 4 and filled need to stop grouting.Thus avoid the loss of concrete material and simplify the work of cleaning wall.
Implementation method provided by the present invention is described in detail above.Specific case used herein is to this hair Bright principle and implementation method is set forth, and the explanation of above example is only intended to help and understands that core of the invention is thought Think.It should be pointed out that for those skilled in the art, under the premise without departing from the principles of the invention, may be used also Some improvement and modification are carried out with to the present invention, these are improved and modification is also fallen into the protection domain of the claims in the present invention.

Claims (10)

1. it is a kind of with dew muscle groove peep hole wall body structure, it is characterised in that the wall body structure include top-down top wall Body (1) and lower section wall, the lower section wall have the first lower section wall (2) and the second lower section wall (3), the first lower section wall Body (2) and the second lower section wall (3) are spaced arrangement, to form cast-in-place region (4), and with through the top wall (1), the reinforcing bar (5) of the transverse and longitudinal interlaced arrangement of the first lower section wall (2), the second lower section wall (3) and cast-in-place region (4), described First lower section wall (2), the second lower section wall (3) are provided with multiple dew muscle groove (6) with the contact surface of the cast-in-place region (4), indulge To the space for being arranged in first lower section wall (2), the reinforcing bar (5) of the second lower section wall (3) is formed positioned at dew muscle groove (6) It is interior, the grouting channel (7) on the cast-in-place region (4) and the wall body structure top is communicated with inside the top wall (1), First lower section wall (2) or/and the second lower section wall (3) are communicated with first lower section wall (2) or/and the second lower section Several dew muscle groove peep hole (8) in wall (3) front and the cast-in-place region (4).
2. wall body structure according to claim 1, it is characterised in that dew muscle groove (6) cross section is semicircle or many Side shape, is longitudinally arranged the reinforcing bar (5) of wall (2), the second lower section wall (3) below described first positioned at the dew muscle groove (6) in the space for being formed.
3. wall body structure according to claim 1, it is characterised in that the wall body structure is additionally provided with support column (9), the branch In the cast-in-place region (4), it is extended to and top wall (1) bottom dagger (9) from the bottom of the wall body structure End contact.
4. wall body structure according to claim 3, it is characterised in that support column (9) width and the cast-in-place region (4) width is equal, and the support column (9) is provided with the intercommunicating pore (15) of the adjacent two cast-in-place region (4) of some connections.
5. wall body structure according to claim 3, it is characterised in that support column (9) quantity is two.
6. wall body structure according to claim 5, it is characterised in that support column (9) bottom surface is provided with location hole (10), The wall body structure is additionally provided with the component leveling (11) being engaged with the location hole (10).
7. wall body structure according to claim 6, it is characterised in that the location hole (10) is screwed hole, the leveling Component (11) is the bolt being adapted with the location hole (10), or is the screw rod being adapted with the location hole (10), the spiral shell Bar bottom has regulation leg.
8. according to any described wall body structure of claim 1 to 7, it is characterised in that the wall body structure two sides set respectively There are multiple shear structures (12).
9. according to any described wall body structure of claim 1 to 7, it is characterised in that grouting channel (7) the inwall bottom tool There is water conservancy diversion inclined-plane (13).
10. according to any described wall body structure of claim 1 to 7, it is characterised in that the top wall (1) is with connection Top wall (1) front and the pulp passage (14) in the cast-in-place region (4).
CN201710305800.8A 2017-05-03 2017-05-03 Wall structure with exposed rib groove observation holes Active CN106930430B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710305800.8A CN106930430B (en) 2017-05-03 2017-05-03 Wall structure with exposed rib groove observation holes

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Application Number Priority Date Filing Date Title
CN201710305800.8A CN106930430B (en) 2017-05-03 2017-05-03 Wall structure with exposed rib groove observation holes

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CN106930430A true CN106930430A (en) 2017-07-07
CN106930430B CN106930430B (en) 2023-12-08

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107696249A (en) * 2017-11-10 2018-02-16 承德绿建建筑节能科技有限公司 The dew muscle groove mould and forming method of wall
CN108661206A (en) * 2018-05-22 2018-10-16 中国建筑第八工程局有限公司 Secondary structure masonry panel is constructed from tolerant noise-insulating warm-keeping and its construction method

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102251607A (en) * 2011-05-04 2011-11-23 南京工业大学 Reinforced concrete superposed wall node connecting structure and construction method
CN102900168A (en) * 2012-10-08 2013-01-30 沈阳建筑大学 Splitting and assembling structure and assembling connecting method of assembled type concrete frame-shear wall
CN204266475U (en) * 2014-11-28 2015-04-15 沈阳建筑大学 A kind of reinforcing steel bar connecting sleeve tube
CN104947940A (en) * 2014-03-24 2015-09-30 李宝热 Apparatus for connecting deformed bar
CN204826322U (en) * 2015-08-20 2015-12-02 庄海冰 High strength thermal insulation wall
CN105133754A (en) * 2015-08-03 2015-12-09 中国十七冶集团有限公司 Prefabricated concrete shear wallboard counterbore guide type mounting device and method
CN105735522A (en) * 2016-03-25 2016-07-06 中国航天建设集团有限公司沈阳分公司 Reverse operation assembly type shear wall and construction method
CN106245821A (en) * 2016-10-12 2016-12-21 成都绿建科技有限公司 A kind of lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall and construction method thereof
CN106499093A (en) * 2016-12-19 2017-03-15 朱凤起 A kind of exterior wall attachment structure and its construction method
CN206752737U (en) * 2017-05-03 2017-12-15 承德绿建建筑节能科技有限公司 A kind of wall body structure of band dew muscle groove peep hole

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102251607A (en) * 2011-05-04 2011-11-23 南京工业大学 Reinforced concrete superposed wall node connecting structure and construction method
CN102900168A (en) * 2012-10-08 2013-01-30 沈阳建筑大学 Splitting and assembling structure and assembling connecting method of assembled type concrete frame-shear wall
CN104947940A (en) * 2014-03-24 2015-09-30 李宝热 Apparatus for connecting deformed bar
CN204266475U (en) * 2014-11-28 2015-04-15 沈阳建筑大学 A kind of reinforcing steel bar connecting sleeve tube
CN105133754A (en) * 2015-08-03 2015-12-09 中国十七冶集团有限公司 Prefabricated concrete shear wallboard counterbore guide type mounting device and method
CN204826322U (en) * 2015-08-20 2015-12-02 庄海冰 High strength thermal insulation wall
CN105735522A (en) * 2016-03-25 2016-07-06 中国航天建设集团有限公司沈阳分公司 Reverse operation assembly type shear wall and construction method
CN106245821A (en) * 2016-10-12 2016-12-21 成都绿建科技有限公司 A kind of lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall and construction method thereof
CN106499093A (en) * 2016-12-19 2017-03-15 朱凤起 A kind of exterior wall attachment structure and its construction method
CN206752737U (en) * 2017-05-03 2017-12-15 承德绿建建筑节能科技有限公司 A kind of wall body structure of band dew muscle groove peep hole

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107696249A (en) * 2017-11-10 2018-02-16 承德绿建建筑节能科技有限公司 The dew muscle groove mould and forming method of wall
CN108661206A (en) * 2018-05-22 2018-10-16 中国建筑第八工程局有限公司 Secondary structure masonry panel is constructed from tolerant noise-insulating warm-keeping and its construction method

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