CN205242706U - Cast -in -place constructional column of infilled wall and wall body synchronous construction structure between high -rise outer eaves window - Google Patents
Cast -in -place constructional column of infilled wall and wall body synchronous construction structure between high -rise outer eaves window Download PDFInfo
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- CN205242706U CN205242706U CN201521081907.1U CN201521081907U CN205242706U CN 205242706 U CN205242706 U CN 205242706U CN 201521081907 U CN201521081907 U CN 201521081907U CN 205242706 U CN205242706 U CN 205242706U
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Abstract
The utility model discloses a cast -in -place constructional column of infilled wall and wall body synchronous construction structure between high -rise outer eaves window, it is including a left side of installing wall displacement between the window between infrastructure floor and superstructure floor, right side constructional column, on a left side, be provided with the framework of steel reinforcement in the constructional column of the right side, the framework of steel reinforcement is including setting up the constructional column longitudinal reinforcement on the infrastructure floor, constructional column longitudinal reinforcement on the infrastructure floor passes through steel bar connection of the same race with the constructional column longitudinal reinforcement on the superstructure floor, with linking to each other through the ligature of structure ties muscle between the constructional column longitudinal reinforcement of one side, on a left side, it has the multilayer building block to fill between the constructional column of the right side, perhaps be provided with the wall lacing wire along the horizontal direction between every two -layer building block every layer, the both ends of wall lacing wire are stretched into on a left side respectively, the right side in the constructional column and with a left side, framework of steel reinforcement anchor in the constructional column of the right side, on a left side, be fixed with the building block of U type on the constructional column outer wall of the right side. The stiffness is big for this structure constructional column, is connected reliably with blockwork between the window, and survival quality controllability is strong.
Description
Technical field
The utility model relates to infilled wall Constructional Col-umn Construction structure between the outer eaves window that in construction, structure type is frame structure, outstandingIt relates to a kind of high level structure of the cast-in-place constructional column of infilled wall and body of wall synchronous construction between eaves window outward.
Background technology
The construction method of the cast-in-place constructional column of infilled wall between the outer eaves window of existing skyscraper:
1, the construction method of the cast-in-place constructional column of infilled wall between the outer eaves window of traditional skyscraper
Between the outer eaves window of skyscraper, the cast-in-place Constructional Col-umn Construction method of infilled wall is pre-buried constructional column master in the time of main body concrete structure constructionMuscle, colligation constructional column reinforcing bar, carries out infilled wall building wall, a constructional column template, casting concrete, maintenance dismounting mould successivelyPlate. Although the method is widely applied as system use method, still has following many defects:
1.1. hand labor intensity is large, efficiency is low
Skyscraper is many for meeting the outer eaves infilled wall structure post quantity of shockproof requirements, and cross section is little, causes that form work engineering amount is large, concreteThe scale of construction is little, template is difficult to fix, material horizontal transport and concreting is all taking manual operation as main, and labour has high input, workMake efficiency low.
1.2. Forming Quality ensures that difficulty is large, heat-insulating property is poor
Adopt the outer eaves infilled wall constructional column of skyscraper of traditional handicraft construction, owing to limited by operating procedure, constructional column size,Concrete vibrating is closely knit, needs higher operating procedure guarantee quality, simultaneously due to concrete heat-insulating poor-performing, is passingThe cast-in-place constructional column position of uniting has formed cold bridge, need to increase independent thermal insulation structure system.
1.3. construction safety risk is large
For the protection safety in structure construction stage, the external scaffolding of high-level structure construction at present adopts integral hoisting scaffold more,When the outer eaves infilled wall structure post construction of skyscraper, structure construction causes more than being mostly promoted to and building layer by laying bricks or stones with outer protective scaffoldWhen the outer eaves infilled wall structure column template of skyscraper is installed, operating personnel's the material such as security risk and template falls and causes building peripheryThe security risk of ground dough figurine and thing damage increases, and is difficult to effectively take precautions against.
2, existing patent way
In order to address the above problem, there is at present a small amount of research institution to develop prefabricated merism post, but be all for masonry structure,The rare constructional column for frame structure infilled wall. For example, the Chinese patent that publication number is CN201343823 discloses a kind of useIn the constructional column of masonry structure with and special precast segment; It is a kind of new that publication number is that the Chinese patent of CN201915525U disclosesType is built mixed structure corner constructional column; Publication number is that the Chinese patent of CN203487705U discloses a kind of prefabricated joint, prefabricated joint groupZoarium and antidetonation self-heat conserving constructional column. Below all adopt the form of passing through the interspersed prefabricated section of vertical muscle from top to bottom, but its construction partyMethod is all comparatively difficult, and because globality is difficult to ensure card, universal in masonry structure.
Disclose one through the Chinese patent of patent retrieval publication number CN201510362792.1 executes with frame structure infilled wall simultaneouslyThe construction method of the constructional column of work, first, by indulging muscle by the method for welding or bind, is fixed in the embedded hole on built-in fitting,Based on this, with building by laying bricks or stones of masonry way one skin one skin of traditional infilled wall, prefabricated joint building block adds thickness and a skin brick of mortar jointThe thickness that piece adds mortar joint is identical; The building block of prefabricated joint is built by laying bricks or stones as a part for infilled wall simultaneously together, and prefabricated joint is by selfGroove hole along continuous straight runs insert default vertical muscle, in the groove of prefabricated joint building block, build self-expanding cement, and accompany by simultaneouslyChopper tamping, is filled in two very little grooves reserved on the brick being connected with the prefabricated joint of constructional column, preprepared drawknotMuscle is fixed, and floating by a small amount of cement mortar, and each prefabricated joint is made up of two blockworks; When body of wall and prefabricated joint contour after,Continue to install, other prefabricated joint is installed based on this in the top successively, until whole infilled wall and constructional column are built by laying bricks or stones simultaneouslyComplete. The method has overcome the difficulty of previous patent reinforcement installation, but the pillar structure main body completing by this patented technology stillSo taking prefabricated components as entity chief component, structural integrity a little less than, the prefabricated joint of first building structure post institute installation constitution post is verticalMuscle, high to embedded bar positioning requirements, vertical muscle connect hours operating space is little, and in constructional column, stirrup setting is subject to prefabricated components highDegree restriction spacing lacks flexibility. The complex-shaped difficulty of processing of prefabricated components is larger simultaneously, and universal difficulty is larger.
Summary of the invention
The purpose of this utility model is to overcome the deficiencies in the prior art, provide between a kind of high-rise outer eaves window the cast-in-place constructional column of infilled wall andBody of wall synchronous construction structure, this structural cost economy, easy construction, operational security are high, good integrity, insulation joint after mouldingCan be effective, reduce hand labor intensity, improved speed of application.
The cast-in-place constructional column of infilled wall and body of wall synchronous construction structure between the outer eaves window of high level of the present utility model, it comprises and is arranged on lower floorThe left and right constructional column of the wall between windows position between structure floor and superstructure floor arranges in described left and right constructional columnHave framework of steel reinforcement, described framework of steel reinforcement comprises the constructional column longitudinal reinforcement being arranged on understructure floor, described lower floor's knotConstructional column longitudinal reinforcement on structure floor is connected by reinforcing bar of the same race with the constructional column longitudinal reinforcement on superstructure floor, the same sideDescribed constructional column longitudinal reinforcement between by the colligation of constructional column stirrup be connected, between described left and right constructional column, be filled withMulti-layer building block, between every layer or every two-layer building block, along continuous straight runs is provided with wall lacing wire, and the two ends of described wall lacing wire are respectivelyStretch in left and right constructional column and with left and right constructional column in framework of steel reinforcement anchoring, on described left and right constructional column outer wallBe fixed with U-shaped building block.
Employing the utility model is simple in structure, convenient and quick construction, and constructional column integral rigidity is large, is connected reliably with blockwork between window,Survival Rate controllability is strong, has especially solved the peace that the outer eaves infilled wall constructional column formwork erection of high-level structure causes without outer eaves scaffoldThe problem entirely having a big risk has solved the problem of conventional construction post cold bridge simultaneously, has reduced the thermal insulator that constructional column outside arranges separatelySystem. All operation all adopts internal scaffolding to complete the security that has increased operation, has environmental protection, energy-conservation, economic real simultaneouslyWith.
Brief description of the drawings
The structural representation of the cast-in-place constructional column of infilled wall and body of wall synchronous construction structure between the outer eaves window of Fig. 1 high level of the present utility model;
Fig. 2 is the outer eaves wall between windows on the middle and senior level of the structure shown in Fig. 1 and constructional column combination schematic diagram;
Fig. 3 is the cast-in-place constructional column framework of steel reinforcement of infilled wall schematic diagram between the outer eaves window on the middle and senior level of the structure shown in Fig. 2.
Detailed description of the invention
Below in conjunction with specific embodiment, and with reference to accompanying drawing, the utility model is described further:
The cast-in-place constructional column of infilled wall and body of wall synchronous construction structure between the outer eaves window of the utility model high level as shown in drawings, it comprisesBe arranged on the left and right constructional column of the wall between windows position between understructure floor 8 and superstructure floor, described left and rightIn constructional column, be provided with framework of steel reinforcement 4, described framework of steel reinforcement 4 comprises that the constructional column being arranged on understructure floor 8 is longitudinalReinforcing bar 2, the constructional column longitudinal reinforcement 2 on constructional column longitudinal reinforcement 2 and superstructure floor on described understructure floor 8Connect by reinforcing bar of the same race, between the described constructional column longitudinal reinforcement 2 of the same side, be connected by 3 colligations of constructional column stirrup,Between described left and right constructional column, be filled with multi-layer building block 5, along continuous straight runs setting between every layer or every two-layer building block 5Have wall lacing wire 6, the two ends of described wall lacing wire 6 stretch into respectively in left and right constructional column and with left and right constructional column in reinforcing barSkeleton 4 anchorings are fixed with U-shaped building block 1 on described left and right constructional column outer wall.
This synchronous cast-in-place Constructional Col-umn Construction step is as follows: by constructional column longitudinal reinforcement 2 and superstructure on understructure floor 8Constructional column longitudinal reinforcement 2 use reinforcing bar of the same race on floor connects, and described constructional column longitudinal reinforcement 2 and constructional column stirrup 3 are tied upPrick the framework of steel reinforcement 4 that forms constructional column, on structure floor 8, building block 5 used for filler wall is installed in wall between windows position, at described structureU-shaped building block 1 is installed in framework of steel reinforcement 4 outsides, in described building block 5 upper surfaces, wall lacing wire 6 is set by design and code requirement,Described wall lacing wire 6 is fixed with interior framework of steel reinforcement 4 colligations of described two ends constructional column, has often built the building block 5 described in 2 layers by laying bricks or stonesWith described U-shaped building block 1,, make to pouring into insulation self-compaction expansion microlith compound 7 in described U-shaped building block 1 with mudjackDescribed U-shaped building block 1, framework of steel reinforcement 4 form one with insulation self-compaction expansion microlith compound 7, repeat above-mentioned steps,The final cast-in-place constructional column that forms the outer eaves wall between windows of described high level.
Claims (1)
1. the cast-in-place constructional column of infilled wall and body of wall synchronous construction structure between high-rise outer eaves window, is characterized in that: it comprises installationThe left and right constructional column of the wall between windows position between understructure floor and superstructure floor, at described left and right structureIn post, be provided with framework of steel reinforcement, described framework of steel reinforcement comprises the constructional column longitudinal reinforcement being arranged on understructure floor, instituteConstructional column longitudinal reinforcement on constructional column longitudinal reinforcement and superstructure floor on the understructure floor of stating is by steel of the same raceMuscle connects, and is connected, described left and right between the described constructional column longitudinal reinforcement of the same side by the colligation of constructional column stirrupBetween constructional column, be filled with multi-layer building block, between every layer or every two-layer building block, along continuous straight runs is provided with wall lacing wire, described inThe two ends of wall lacing wire stretch into respectively in left and right constructional column and with left and right constructional column in framework of steel reinforcement anchoring, describedLeft and right constructional column outer wall on be fixed with U-shaped building block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521081907.1U CN205242706U (en) | 2015-12-22 | 2015-12-22 | Cast -in -place constructional column of infilled wall and wall body synchronous construction structure between high -rise outer eaves window |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521081907.1U CN205242706U (en) | 2015-12-22 | 2015-12-22 | Cast -in -place constructional column of infilled wall and wall body synchronous construction structure between high -rise outer eaves window |
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| Publication Number | Publication Date |
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| CN205242706U true CN205242706U (en) | 2016-05-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201521081907.1U Active CN205242706U (en) | 2015-12-22 | 2015-12-22 | Cast -in -place constructional column of infilled wall and wall body synchronous construction structure between high -rise outer eaves window |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106894538A (en) * | 2017-02-27 | 2017-06-27 | 蔡坤 | Filling wall and agent structure concrete integral shaping method |
| CN107012973A (en) * | 2017-05-20 | 2017-08-04 | 西咸新区矩阵实业有限公司 | The masonry structure and its construction method of a kind of new ribs building block |
| CN107401231A (en) * | 2017-07-21 | 2017-11-28 | 马明才 | Sizing rod constructing structure in concrete column |
| CN108547450A (en) * | 2018-04-25 | 2018-09-18 | 中建八局第三建设有限公司 | A kind of self-insulating brick wall construction method for exempting from formwork |
| CN108915148A (en) * | 2018-08-14 | 2018-11-30 | 中国电建集团重庆工程有限公司 | A kind of constructional column closing U-shaped concrete segment and its construction method |
| CN110106994A (en) * | 2019-05-23 | 2019-08-09 | 中铁城市规划设计研究院有限公司 | The constructing structure and construction method of short wall between a kind of window |
-
2015
- 2015-12-22 CN CN201521081907.1U patent/CN205242706U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106894538A (en) * | 2017-02-27 | 2017-06-27 | 蔡坤 | Filling wall and agent structure concrete integral shaping method |
| CN107012973A (en) * | 2017-05-20 | 2017-08-04 | 西咸新区矩阵实业有限公司 | The masonry structure and its construction method of a kind of new ribs building block |
| CN107401231A (en) * | 2017-07-21 | 2017-11-28 | 马明才 | Sizing rod constructing structure in concrete column |
| CN108547450A (en) * | 2018-04-25 | 2018-09-18 | 中建八局第三建设有限公司 | A kind of self-insulating brick wall construction method for exempting from formwork |
| CN108915148A (en) * | 2018-08-14 | 2018-11-30 | 中国电建集团重庆工程有限公司 | A kind of constructional column closing U-shaped concrete segment and its construction method |
| CN110106994A (en) * | 2019-05-23 | 2019-08-09 | 中铁城市规划设计研究院有限公司 | The constructing structure and construction method of short wall between a kind of window |
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Effective date of registration: 20180914 Granted publication date: 20160518 |
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Date of cancellation: 20190618 Granted publication date: 20160518 |
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