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CN207538222U - A kind of level can the pre-buried external member of pull and prefabricated assembled wall structure - Google Patents

A kind of level can the pre-buried external member of pull and prefabricated assembled wall structure Download PDF

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Publication number
CN207538222U
CN207538222U CN201721565073.0U CN201721565073U CN207538222U CN 207538222 U CN207538222 U CN 207538222U CN 201721565073 U CN201721565073 U CN 201721565073U CN 207538222 U CN207538222 U CN 207538222U
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CN
China
Prior art keywords
external member
buried external
buried
wall
shear
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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
Application number
CN201721565073.0U
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Chinese (zh)
Inventor
韩淼
孙文童
杜红凯
蒋金卫
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Beijing University of Civil Engineering and Architecture
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Beijing University of Civil Engineering and Architecture
Priority date (The priority date 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 date listed.)
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Priority to CN201721565073.0U priority Critical patent/CN207538222U/en
Application granted granted Critical
Publication of CN207538222U publication Critical patent/CN207538222U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

It can the pre-buried external member of pull and prefabricated assembled wall structure the utility model is related to construction wall interconnection technique field more particularly to a kind of level.The level can the pre-buried external member of pull include embedded sleeve barrel and U-shaped steel muscle, the U-shaped steel muscle includes two vertical portions and a lateral connection portion, transverse steel is respectively equipped in the end of two vertical portions, the embedded sleeve barrel includes two thick portion sleeves, two thin portion sleeves and a horizontal card slot, two transverse steels are correspondingly arranged in two thick portion sleeves, two vertical portions are correspondingly arranged in two thin portion sleeves, and the lateral connection portion can be installed in the horizontal card slot.The utility model is simple in structure, is readily transported, stores and installs, ensure that construction quality, accelerates speed of application, reduce project cost, the connecting portion globality between shear wall is stronger, and stress performance is more preferable, characteristic with antidetonation, safety reduces situ wet operation, more conducively environmentally friendly.

Description

A kind of level can the pre-buried external member of pull and prefabricated assembled wall structure
Technical field
It can the pre-buried external member of pull and pre- the utility model is related to construction wall interconnection technique field more particularly to a kind of level Assembled wall body structure processed.
Background technology
Prefabrication meets building industrialization and environmentally protective requirement, therefore is built in recent years to prefabricated assembled The demand built is also increasing.Wherein, the connection of prefabricated assembled wall is one of main contents of prefabrication.It is existing The prefabricated assembled wall having is typically employed between two walls in connection and sets built-in connection, pass through pre-buried connection Two walls are formed as one by part.However existing built-in connection is there are complicated, not readily transportable and storage, it is inconvenient In wall assembled in situ is constructed the defects of, so as to reduce the assembling speed of prefabricated assembled wall, project cost is increased.
Utility model content
(1) technical problems to be solved
The purpose of this utility model be to provide a kind of level can the pre-buried external member of pull and prefabricated assembled wall structure, solve Existing built-in connection is complicated, not readily transportable and storage, is not easy to the construction of wall assembled in situ, existing prefabricated assembled The problem of wall assembling speed, project cost is high.
(2) technical solution
In order to solve the above-mentioned technical problem, the utility model provide a kind of level can the pre-buried external member of pull, including pre-buried Sleeve and U-shaped steel muscle, wherein, the U-shaped steel muscle includes two vertical portions and connects the transverse direction on two vertical portion tops Connecting portion is respectively equipped with transverse steel in the end of two vertical portions;The embedded sleeve barrel includes two thick portion sleeves, two A thin portion sleeve and a horizontal card slot, one end of thin portion sleeve described in two of which respectively with two thick portion sleeves one End is correspondingly connected with, and the both ends of the other ends of two thin portion sleeves respectively with the horizontal card slot are correspondingly connected with;Described in two Transverse steel is mobilizable to be correspondingly arranged in two thick portion sleeves, and two vertical portions are mobilizable to be correspondingly arranged at In two thin portion sleeves, the lateral connection portion can be installed in the horizontal card slot.
Specifically, the diameter of the thin portion sleeve is less than the length of the transverse steel.
The utility model additionally provides a kind of prefabricated assembled wall structure, and two including having gap between the two cut Power wall is respectively equipped with multiple pre-buried sets being sequentially arranged from top to bottom between two shear walls on opposite wall form Part, the pre-buried external member for above-mentioned level can the pre-buried external member of pull, wherein the embedded sleeve barrel in the pre-buried external member is set It puts in the shear wall, the U-shaped steel muscle is drawable to be arranged on outside the shear wall;Between two shear walls Gap area be equipped with concrete cast-in-situ band, two shear walls can be connected by the concrete cast-in-situ band to be formed just Property it is whole.
Further, two shear walls are respectively the first shear wall and the second shear wall, are arranged on described first and cut The pre-buried external member on power wall is the first pre-buried external member, and the pre-buried external member being arranged on second shear wall is second Pre-buried external member, wherein the installation position of each first pre-buried external member installation position one with each second pre-buried external member respectively One corresponds to.
Further, the U-shaped steel muscle and the described second pre-buried external member in every corresponding first pre-buried external member In the U-shaped steel muscle mutually overlapping form rectangular box region.
Further, it is equipped in the rectangular box region along vertically to the elongated joint bar of arrangement.
Specifically, the setting position of the installation position external member more pre-buried than described second per the corresponding first pre-buried external member Put high 10mm.
Specifically, the quantity for being arranged on the described first pre-buried external member on first shear wall is more than or equal to 10, respectively The first pre-buried external member is evenly arranged from top to bottom, and the spacing between two the described first adjacent pre-buried external members be more than etc. In 100mm.
Specifically, the quantity for being arranged on the described second pre-buried external member on second shear wall is more than or equal to 10, respectively The second pre-buried external member is evenly arranged from top to bottom, and the spacing between two the described second adjacent pre-buried external members be more than etc. In 100mm.
Specifically, wall form opposite between two shear walls use plank sheathing, the pre-buried external member with it is described Wall form is by air nail, screw or is bolted;Or opposite wall form uses magnetic die between two shear walls Plate, the pre-buried external member are made of magnetic metal, and the pre-buried external member is connect with the wall form magnetism;Or described in two Opposite wall form uses steel form between shear wall, and the pre-buried external member is made of magnetic metal, in the wall mould The corresponding position of plate is equipped with magnet, and the pre-buried external member is connect with the wall form magnetism.
(3) advantageous effect
The above-mentioned technical proposal of the utility model has the following advantages that:
Level provided by the utility model can the pre-buried external member of pull, U-shaped steel muscle is mobilizable to be arranged in embedded sleeve barrel, from And realize U-shaped steel muscle can draw operation, convenient for being fixed in template when receiving state is prefabricated in the factory, in wall assembled in situ When by U-shaped steel muscle from embedded sleeve barrel pull be unfolded, it is simple in structure, facilitate construction.
Level provided by the utility model can the pre-buried external member of pull, can be fixed on the inside of template, when avoiding element precast The trepanning of template reduces the waste of template, and after template dismounting, and receiving state surface of wall, can be close without prominent reinforcing bar It places, is easily installed, transports and stores.
Prefabricated assembled wall structure provided by the utility model, passes through opposite wall between two precast shear walls Set respectively in template multiple levels being sequentially arranged from top to bottom can the pre-buried external member of pull, between two precast shear walls Gap area sets concrete cast-in-situ band, it is achieved thereby that two precast shear wall connections are formed as an entirety, compared to it His assembling structure, connecting portion globality is stronger, and stress performance is more preferable, has antidetonation, the characteristic of safety, reduces situ wet and make Industry, it is more conducively environmentally friendly.
Prefabricated assembled wall structure provided by the utility model, simple structure, level can the pre-buried external member of pull at the scene Any mechanical treatment is not needed to, has ensured quality of connection, and simple installation, reduces Site Template use, speed of application is more Soon, so as to improve assembling speed, project cost is reduced.
Level provided by the utility model can the pre-buried external member of pull and prefabricated assembled wall structure, suitable for a variety of assemblings Formula wall connecting mode, one-to-one can connect, can also many-one connection, specifically include "-" type connection, 90 degree turnings companies It connects, the connection of T fonts, cross connection etc., wall seam connection can be applied widely with wall height change.
Description of the drawings
Fig. 1 be one level of the utility model embodiment can the pre-buried external member of pull unfolded state schematic diagram;
Fig. 2 be one level of the utility model embodiment can the pre-buried external member of pull receiving state schematic diagram;
Fig. 3 be one level of the utility model embodiment can the pre-buried external member of pull sectional view;
Fig. 4 be one level of the utility model embodiment can in the pre-buried external member of pull U-shaped steel muscle structure diagram;
Fig. 5 be one level of the embodiment of the present invention can the pre-buried external member of pull and wall form the first scheme of installation;
Fig. 6 be one level of the embodiment of the present invention can the pre-buried external member of pull and wall form second of scheme of installation;
Fig. 7 be one level of the embodiment of the present invention can the pre-buried external member of pull and wall form the third scheme of installation;
Fig. 8 is that one level of the embodiment of the present invention can the pre-buried external member of pull and receiving state schematic diagram during wall installation;
Fig. 9 is that one level of the embodiment of the present invention can the pre-buried external member of pull and unfolded state schematic diagram during wall installation;
Figure 10 is the front view of two prefabricated assembled wall structure of the utility model embodiment;
Figure 11 is the vertical view of Figure 10 of two prefabricated assembled wall structure of the utility model embodiment.
Specific embodiment
Purpose, technical scheme and advantage to make the utility model embodiment are clearer, new below in conjunction with this practicality Attached drawing in type embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that is retouched The embodiment stated is the part of the embodiment of the utility model, instead of all the embodiments.Based on the reality in the utility model Apply example, those of ordinary skill in the art's all other embodiments obtained under the premise of creative work is not made, all Belong to the range of the utility model protection.
Embodiment one
As shown in figs 1-9, the utility model embodiment provide a kind of level can the pre-buried external member of pull, including embedded sleeve barrel 1 With U-shaped steel muscle 2.
Embedded sleeve barrel 1 includes two thick portion sleeves, 101, two thin portion sleeves 102 and a horizontal card slot 103, wherein two The one end of one end of a thin portion sleeve 102 respectively with two thick portion sleeves 101 is correspondingly connected with, two thin portion sleeves 102 it is another The both ends respectively with horizontal card slot 103 is held to be correspondingly connected with.
U-shaped steel muscle 2 includes two vertical portions 201 and connects the lateral connection portion 202 on two vertical portions, 201 top, The end of two vertical portions 201 is respectively equipped with transverse steel 203.Two transverse steels 203 are correspondingly arranged at two thick portion sleeves In 101, and can be movable in thick portion sleeve 101.Two vertical portions 201 are correspondingly arranged in two thin portion sleeves 102, and energy It is enough movable in thin portion sleeve 102.Lateral connection portion 202 can be installed in horizontal card slot 103.
Wherein, the diameter of thin portion sleeve 102 is less than the length of transverse steel 203, so as to block horizontal stroke by thin portion sleeve 102 To reinforcing bar 203 so that transverse steel 203 is not extracted out from thick portion sleeve 101.
When dispatching from the factory precast wall body, can by level can the pre-buried external member 4 of pull be fixed on wall form 3, wherein will Embedded sleeve barrel 1 is pre-buried to be arranged in wall form 3, and the trepanning of template when avoiding element precast reduces the waste of template, and And U-shaped steel muscle 2 can be stored and be allowed to not stretch out wall form 3, accelerate the installation of template and the process of prefabrication wall.
Wherein, level can the pre-buried external member 4 of pull when installing fixed with wall form 3, have following three kinds of factories pre-buried Mounting means:
The first, as shown in figure 5, wall form 3 uses plank sheathing, installation can be equipped in level in the pre-buried external member 4 of pull Hole, by level can the pre-buried external member 4 of pull and wall form 3 fixation is attached by connector 5, wherein connector 5 uses spiral shell Nail or bolt.
Second, as shown in fig. 6, wall form 3 is using magnetic template, level can the pre-buried external member 4 of pull using magnetic gold Category is made, and level can the pre-buried external member 4 of pull and wall form 3 be magnetic connect.
The third, as shown in fig. 7, wall form 3 use steel form, level can the pre-buried external member 4 of pull use magnetic metal It is made, is equipped with magnet 6 in the back side corresponding position of wall form 3, powerful magnetic force is provided by magnet 6, so as to make level It can the pre-buried external member 4 of pull and wall form 3 be magnetic connect.
In wall assembled in situ, after wall form 3 is dismantled, level can the pre-buried external member 4 of pull can be mounted on wall In, wherein, Fig. 8 show level can the pre-buried external member 4 of pull and receiving state schematic diagram during wall installation, this state wall table Face can closely place without prominent reinforcing bar, be readily transported and store.U-shaped steel muscle is extracted out to expansion from embedded sleeve barrel at this time, you can Construction, being illustrated in figure 9 level can the pre-buried external member 4 of pull and unfolded state schematic diagram during wall installation.
Embodiment two
As shown in figs. 10-11, the utility model embodiment provides a kind of prefabricated assembled wall structure, including between the two Two shear walls 7A and 7B with gap, are correspondingly provided with respectively between two shear walls 7A and 7B on opposite wall form Multiple pre-buried external member 4A and 4B being sequentially arranged from top to bottom, pre-buried external member 4A and 4B are that the level described in above-described embodiment one can The pre-buried external member of pull, wherein the embedded sleeve barrel in pre-buried external member is arranged in shear wall, U-shaped steel muscle is drawable to be arranged on shearing Outside wall.Gap area between two shear walls 7A and 7B is equipped with concrete cast-in-situ band 8.
The prefabricated assembled wall structure of the utility model embodiment, by opposite between two shear walls 7A and 7B Set respectively on wall form set in pre-buried external member 4A and 4B and gap area between two shear walls 7A and 7B it is mixed Solidifying soil cast-in-site stripe 8, two shear wall 7A can be connected to form rigid entirety with 7B, compare by concrete cast-in-situ band 8 In other existing assembling structures, connecting portion globality is stronger, and stress performance is more preferable, has antidetonation, the characteristic of safety, construction letter It is single, and pre-buried external member does not need to any mechanical treatment at the scene, has ensured quality of connection, and installation is easy, has reduced Site Template use, speed of application faster, so as to improve assembling speed, reduce project cost, reduce situ wet work Industry, it is more conducively environmentally friendly.
Wherein, the installation position of each pre-buried external member 4A corresponds respectively with the installation position of each pre-buried external member 4B.
Wherein, the U-shaped steel muscle in every corresponding pre-buried external member 4A and the mutually overlapping shape of the U-shaped steel muscle in pre-buried external member 4B Rectangular boxed area 9 by the overlapping overlap joint between pre-buried external member 4A and pre-buried external member 4B, makes U-shaped steel muscle closely pass up and down Horizontal force is passed, the bonding strength between shear wall 7A and shear wall 7B can be enhanced.It is equipped in rectangular box region 9 along vertical To the elongated joint bar 10 of arrangement, by setting elongated joint bar 10 that can further enhance the company between shear wall 7A and shear wall 7B Connect intensity so that connecting portion globality is stronger, and stress performance is more preferable.
Wherein, the installation position per corresponding pre-buried external member 4A is higher 10mm than the installation position of pre-buried external member 4B.
Wherein, the quantity for being arranged on the pre-buried external member 4A on shear wall 7A is more than or equal to 10, and each pre-buried external member 4A is from upper It is evenly arranged under, and the spacing between two adjacent pre-buried external member 4A is more than or equal to 100mm.
Wherein, the quantity for being arranged on the pre-buried external member 4B on shear wall 7B is more than or equal to 10, and each pre-buried external member 4B is from upper It is evenly arranged under, and the spacing between two adjacent pre-buried external member 4B is more than or equal to 100mm.
Prefabricated assembled wall structure described in the utility model embodiment, the connection mode between shear wall can basis Actual demand is adjusted, and two shear walls can be carried out to lateral "-" type connection, can also two shear walls be carried out L-type Three shear walls can also be carried out T-shaped connection by connection, and four shear walls can also be carried out to cross connection, wall seam connection It can be applied widely with wall height change.
In conclusion level described in the utility model embodiment can the pre-buried external member of pull, it is simple in structure, facilitate construction, Pre-buried external member can fix on the inside of template, the trepanning of template when avoiding element precast, reduce the waste of template, and store State surface of wall can be placed closely without prominent reinforcing bar, be easily installed, transport and store.
Prefabricated assembled wall structure described in the utility model embodiment, simple structure, level can the pre-buried external members of pull Any mechanical treatment is not needed at the scene, has ensured quality of connection, and simple installation, reduces Site Template use, construction Speed faster, so as to improve assembling speed, reduces project cost, and connecting portion globality is stronger, stress performance is more It is good, there is antidetonation, the characteristic of safety, reduce situ wet operation, it is more conducively environmentally friendly.
Finally it should be noted that:Above example is only to illustrate the technical solution of the utility model, rather than its limitations; Although the utility model is described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: It still can modify to the technical solution recorded in foregoing embodiments or which part technical characteristic is carried out etc. With replacement;And these modifications or replacement, various embodiments of the utility model technology that it does not separate the essence of the corresponding technical solution The spirit and scope of scheme.

Claims (10)

1. a kind of level can the pre-buried external member of pull, it is characterised in that:Including embedded sleeve barrel and U-shaped steel muscle, wherein, the U-shaped steel Muscle includes two vertical portions and connects the lateral connection portion on two vertical portion tops, in the end of two vertical portions It is respectively equipped with transverse steel;The embedded sleeve barrel include two thick portion sleeves, two thin portion sleeves and a horizontal card slot, two The one end of one end of the thin portion sleeve respectively with two thick portion sleeves is correspondingly connected with, two thin portion sleeves it is another The both ends respectively with the horizontal card slot is held to be correspondingly connected with;Two transverse steels are mobilizable to be correspondingly arranged at described in two In thick portion sleeve, two vertical portions are mobilizable to be correspondingly arranged in two thin portion sleeves, the lateral connection portion It can be installed in the horizontal card slot.
2. level according to claim 1 can the pre-buried external member of pull, it is characterised in that:The diameter of the thin portion sleeve is less than The length of the transverse steel.
3. a kind of prefabricated assembled wall structure, it is characterised in that:Including having two shear walls in gap between the two, two Multiple pre-buried external members being sequentially arranged from top to bottom are respectively equipped between a shear wall on opposite wall form, it is described pre- Bury external member be as claim 1-2 any one of them level can the pre-buried external member of pull, wherein, it is described in the pre-buried external member Embedded sleeve barrel is arranged in the shear wall, and the U-shaped steel muscle is drawable to be arranged on outside the shear wall;Described in two Gap area between shear wall is equipped with concrete cast-in-situ band, is connected two shear walls by the concrete cast-in-situ band It is whole to form rigidity.
4. prefabricated assembled wall structure according to claim 3, it is characterised in that:Two shear walls are respectively One shear wall and the second shear wall, the pre-buried external member being arranged on first shear wall are the first pre-buried external member, are set The pre-buried external member on second shear wall is the second pre-buried external member, wherein the setting position of each first pre-buried external member It puts and is corresponded respectively with the installation position of each second pre-buried external member.
5. prefabricated assembled wall structure according to claim 4, it is characterised in that:It is pre-buried per corresponding described first The U-shaped steel muscle in external member is mutually overlapped with the U-shaped steel muscle in the described second pre-buried external member forms rectangular box region.
6. prefabricated assembled wall structure according to claim 5, it is characterised in that:It is set in the rectangular box region Have along vertically to the elongated joint bar of arrangement.
7. prefabricated assembled wall structure according to claim 4, it is characterised in that:It is pre-buried per corresponding described first The installation position of external member is higher 10mm than the installation position of the described second pre-buried external member.
8. prefabricated assembled wall structure according to claim 4, it is characterised in that:It is arranged on first shear wall The described first pre-buried external member quantity be more than or equal to 10, each first pre-buried external member is evenly arranged, and two from top to bottom Spacing between a the described first adjacent pre-buried external member is more than or equal to 100mm.
9. prefabricated assembled wall structure according to claim 4, it is characterised in that:It is arranged on second shear wall The described second pre-buried external member quantity be more than or equal to 10, each second pre-buried external member is evenly arranged, and two from top to bottom Spacing between a the described second adjacent pre-buried external member is more than or equal to 100mm.
10. prefabricated assembled wall structure according to claim 3, it is characterised in that:Phase between two shear walls To wall form using plank sheathing, the pre-buried external member by air nail, screw or is bolted with the wall form;Or two Using magnetic template, the pre-buried external member is made opposite wall form of magnetic metal, described between a shear wall Pre-buried external member is connect with the wall form magnetism;Or opposite wall form uses steel form between two shear walls, The pre-buried external member is made of magnetic metal, and magnet, the pre-buried external member are equipped in the corresponding position of the wall form It is connect with the wall form magnetism.
CN201721565073.0U 2017-11-21 2017-11-21 A kind of level can the pre-buried external member of pull and prefabricated assembled wall structure Expired - Fee Related CN207538222U (en)

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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721565073.0U CN207538222U (en) 2017-11-21 2017-11-21 A kind of level can the pre-buried external member of pull and prefabricated assembled wall structure

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108086483A (en) * 2017-11-21 2018-05-29 北京建筑大学 A kind of level can the pre-buried external member of pull and prefabricated assembled wall structure
CN110005092A (en) * 2019-04-12 2019-07-12 中国建筑设计研究院有限公司 A kind of dry wall and house body
CN111424828A (en) * 2020-04-01 2020-07-17 重庆中科建设(集团)有限公司 Prefabricated panel, connecting device, structure and manufacturing method thereof and building manufacturing method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108086483A (en) * 2017-11-21 2018-05-29 北京建筑大学 A kind of level can the pre-buried external member of pull and prefabricated assembled wall structure
CN110005092A (en) * 2019-04-12 2019-07-12 中国建筑设计研究院有限公司 A kind of dry wall and house body
CN111424828A (en) * 2020-04-01 2020-07-17 重庆中科建设(集团)有限公司 Prefabricated panel, connecting device, structure and manufacturing method thereof and building manufacturing method

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Granted publication date: 20180626

Termination date: 20181121