CN1161398A - Method for building wall built-up from layers of building elements - Google Patents

Abstract

A wall surface piling method consists of several piling construction components, two sides of which are designed such that they can engaged together and inside of which there are several through holes. When piling and laying the wall. these construction components are engaged together horizontally and steel bars are inserted into the through holes vertically, then grouting mortar into these holes.

Description

The method of building wall built-up from layers of building elements

The present invention relates to a kind of method of load bearing wall construction, refer to a kind of method that the building domestic demand is strengthened the reinforced brick building wall built-up from layers of building elements of stress that is applied to especially.

Metope structure generally sees in the architecture construction engineering, and metope structure also is a framework indispensable in the building, such as: load bearing wall, panel wall, enclosure wall, exterior wall or the like, therefore, wall construction and structural strength thereof are then quite paid attention in the construction of building, for talking about the important step of ignorance rashly.

Yet with the metope structure of commonly using, the overwhelming majority is made of the fragment of brick element, and in traditional brick wall bond construction, no matter be solid brick or hollow brick, all must be by falling slurry (be commonly called as and fall soil), dial slurry, scrape slurry, build head, put brick, push (be commonly called as and connect brick), beat out and step such as raking, and need successively laterally to connect block and bond with this fragment of brick, and implemented its step repeatedly, not only comparatively time-consuming taking a lot of work, and in each fragment of brick unit in bond the construction on, easily because of artificial careless mistake, as dialling slurry or scraping slurry, build an out-of-flatness, inhomogeneous, or put brick, push the skew of position, will directly influence quality and the structural strength that brick wall is built into; Cause the construction quality of this metope structure wayward, and present very different phenomenon.

In addition, above-mentioned traditional commonly using in the fragment of brick element bond work progress that metope structure adopted, not only work progress is comparatively loaded down with trivial details is difficult for, and since between each fragment of brick only with the surface follow mode with up and down or the adjacent fragment of brick in the left and right sides do to build by cement paste and connect, so in fact, between cement paste and fragment of brick or between fragment of brick and fragment of brick then or adhere to connection status and sturdy built on the sand, and the time thin generation of then seam between fragment of brick arranged, the anxiety that infiltration is not only arranged, severe patient, to jeopardize the structural strength or the antidetonation endurance of building wall, real is a big secret worry of present building wall built-up from layers of building elements

Again in this kind traditional brick wall bond form of construction work and structure thereof, comparatively miscellaneous and cause the metope structure fragility that forms because of form of construction work and process, so can't widely be applied in the building occasion, load bearing wall for example in order to resistance to compression and load-bearing.Be in the frequent area of earthquake again, the metope structure in the building then must have good antihunt action, but in above-mentioned traditional wall construction mode, then will be difficult to reach this requirement.

Moreover, if reach the resistance to compression load-bearing effect of above-mentioned inner wall of building face, go up the form of construction work that adopts conventional steel reinforced concrete metope (being commonly called as the RC wall) in construction, though finally still can reach the effect of above-mentioned metope resistance to compression load-bearing, but consider its form of construction work and process, also considerably complicated inconvenience, man-hour, manpower and cost are also higher, especially row construction again after the building main body is finished, then show for being difficult for, especially such as steps such as grouting, form removals, thereby cause the bottleneck that is difficult to break through on the present solid-walled structure construction technology.

In addition, a problem points again of the building wall built-up from layers of building elements that this kind commonly used promptly is after being that this metope bond is finished, need with regard to out-of-flatness place in the bond process, be uneven or left and right inclination etc. as upper and lower, make a follow-up finishing or a reparation construction, form the inconvenience in the follow-up wall plaster construction, and increase cost and puzzlement in the construction more.

Edge this, main purpose of the present invention is to provide a kind of job practices of metope bond, makes that construction, the particularly work progress of load bearing wall and structure can reach rapidly such as the bond of general metope, the effect of simple, saving of work and time and reinforcement metope structure intensity.

A further object of the present invention is to provide a kind of method of building wall built-up from layers of building elements, particularly is to reach the effect of the structural strength of strengthening load bearing wall.

According to the method for building wall built-up from layers of building elements provided by the invention, it comprises some overlap-building unit members, and the both sides external limit of this overlap-building unit member is respectively equipped with a block head and and builds mouth, and this block head is corresponding identical shape with the block mouth; And the inside of this overlap-building unit member separates some containing holes by rib, and this containing hole from top to bottom runs through this overlap-building unit member; Level is whole puts with high step its whole putting with high to draw earlier for each overlap-building unit member, and is piled up; Impose bond successively again, a block head and a block mouthful relative interlocking with each overlap-building unit member connect step to make left and right adjacent block, and successively upwards make vertical bond; And impose grouting step again, and promptly be in the milk with plant by each containing hole, and affixed by the binding of the containing hole that is connected between each overlap-building unit member, to form metope structure.

Wherein, the containing hole inwall of this overlap-building unit member is provided with projection, with behind grouting construction, strengthens link firm with the contact area of cement paste.

Wherein, the block head of this overlap-building unit member and build mouthful can be clipped when bond construction successively, is positioned at the element of and arranged on left and right sides bond when making the metope bond.

Wherein, the block head of this overlap-building unit member and vertical height of building mouthful can suitably be increased, and make this overlap-building unit member when bond successively, and this is built head and builds mouthful in the containing hole of the corresponding overlap-building unit member that embeds the upper strata of vertical bond, form to fix.

Wherein, in this overlap-building unit member by the upper and lower end face of rib and the formed containing hole of projection two longitudinal terminal surfaces a little less than the overlap-building unit member.

Wherein, this overlap-building unit member when bond successively, can be in forward and backward two sides in conjunction with support, with firm this overlap-building unit member is unlikely rocks.

Wherein, this overlap-building unit member that is positioned at top is when bond construction successively, prior to the bottom pad with a supporting plate and impose grouting, insert again on the overlap-building unit member of its lower floor, then remove supporting plate, combination so that the overlap-building unit member of the cement paste in the overlap-building unit member of this top layer and this lower floor is connected.

Wherein, the overlap-building unit member that this is positioned at the top is provided with plurality of holes in front end surface, this hole then is connected with containing hole, with after bond construction successively, directly this containing hole is imposed grouting construction, so that cement paste is through this overlap-building unit member of containing hole filling via hole.

Wherein, this overlap-building unit member in the containing hole that respectively communicates in each overlap-building unit member, vertically plugs with reinforcing bar, to strengthen its bond structure after bond construction successively.

Wherein, this reinforcing bar of inserting in the containing hole has a continued access end, and the continued access that can make progress engages other reinforcing bars.

Wherein, this overlap-building unit member offers a hole slot in the top leading edge of the overlap-building unit member in a row of suitable height when the construction of bond successively, with ccontaining transverse reinforcement, this vertically and infall of transverse reinforcement impose colligation and fix.

Wherein, this overlap-building unit member in the overlap-building unit component surface of suitable height, is laterally cut to cut with hand-held abrasive machine and is established a groove after the construction of bond successively, and with a ccontaining transverse reinforcement, this vertically and the infall of transverse reinforcement and impose colligation and fix.

Wherein, this groove is ccontaining in transverse reinforcement, the fixing back of colligation is sealed to cover pad, so that this overlap-building unit member is imposed grouting construction.

For making the relevant personnel further understanding be arranged to detailed construction of the present invention and mode of operation, below cooperate each accompanying drawing, enumerate some preferred embodiments and operational example, do a detailed explanation.

Fig. 1 is the three-dimensional appearance structure chart of overlap-building unit member of the present invention;

Fig. 2 is the vertical view of Fig. 1;

Fig. 3 is the sectional view of Fig. 1;

Fig. 4 draws whole the putting with height of level to reach the view of bond construction successively for of the present invention;

Fig. 5 is a vertical view, show overlap-building unit member of the present invention successively bond in one of structural form of metope limit end;

Fig. 6 is a vertical view, show overlap-building unit member of the present invention successively bond in two of the structural form of metope limit end;

Fig. 7 is a vertical view, shows the overlap-building unit member of the present invention construction state of bond successively;

Fig. 8 is a vertical view, shows another embodiment of the bond construction state of Fig. 7;

Fig. 9 is a sectional view, shows that overlap-building unit member of the present invention is imposed the state of grouting construction step by perfusing hole behind bond;

Figure 10 is the side sectional view of Fig. 9;

Figure 11 is a side sectional view, shows that overlap-building unit member of the present invention is in one of mode of operation of metope top bond;

Figure 12 is a side sectional view, shows that overlap-building unit member of the present invention is in two of the mode of operation of metope top bond;

Figure 13 is a side sectional view, shows that overlap-building unit member of the present invention is in the embodiment of metope top bond;

Figure 14 is a sectional view, shows another embodiment of overlap-building unit member of the present invention bond construction successively;

Figure 15 is the side sectional view of Figure 14;

Figure 16 offers the enforcement illustration of hole for grouting construction for overlap-building unit member of the present invention in the front;

Figure 17 is a sectional view, shows the state that is imposed grouting construction by the hole in the overlap-building unit member shown in Figure 16;

Figure 18 is another enforcement illustration of overlap-building unit member of the present invention;

Figure 19 is a sectional view, shows each overlap-building unit member shown in Figure 180 state of bond successively;

Figure 20 is a partial view, shows that the present invention's reinforcing bar in load bearing wall construction state is inserted in the state in the containing hole of overlap-building unit member;

Figure 21 is a partial view, shows the state that makes progress reinforcing bar shown in Figure 20 continued access engages;

Figure 22 is a partial view, shows that the transverse reinforcement of load bearing wall bond structure shown in Figure 20 is placed in the state of the slotted eye of overlap-building unit member;

Figure 23 is a side sectional view, shows the state of the reinforcing bar infall colligation vertical, that laterally plant shown in Figure 20,22;

Figure 24 is another enforcement illustration of Figure 22;

Figure 25 is a side sectional view, shows overlap-building unit member shown in Figure 24 closed state when slurry is irritated construction;

At first see also the main composition element of the wall construction among the present invention shown in Fig. 1 to 3, it is overlap-building unit member 100, the rectangular bulk of its outward appearance, establish respectively with a block 10 and one a block mouth 20 in dual-side, this block 10 with build mouthfuls 20 and be protruding, recessed identical mutually, mutual corresponding shape, and be arranged with some containing holes 30 by separating of rib 41 in the inside of this overlap-building unit member 100, each containing hole 30 from top to bottom runs through overlap-building unit member 100, and also from top to bottom inwardly be convexly equipped with some projections 40 in the inwall of each containing hole 30, and on these ribs 41 and projection 40 formed containing holes, the lower surface all is lower than the longitudinal terminal surface of unit member, so constitutes the overall structure of the overlap-building unit member 100 among the present invention.

Please cooperate shown in Fig. 4 to 7 again, overlap-building unit member 100 among the present invention as shown in Figures 1 to 3 constitutes in the construction in general metope, adopt at first that water receiving is smooth to be put with high construction sequence, each overlap-building unit member 100 is drawn level with spirit level, and be stacked on the sustained height, impose the construction sequence of bond successively again, promptly be with the block of 100 of each overlap-building unit members 10, form a left side after building mouthful 20 mutually identical embedding groups, right adjacent block access node structure, again successively upwards in regular turn lapping connect, and make each interlayer overlap-building unit member 100 each containing hole 30 more than, corresponding connection (as shown in Figure 4) mutually down.When these overlap-building unit member 100 bonds become wall construction, this is positioned at the overlap-building unit member 100 of the metope and arranged on left and right sides of bond, then clip without exception and build 10 (as shown in Figure 5), and need according to its construction length dimension, take the circumstances into consideration to clip the length (as shown in Figure 6) of the other end (promptly building mouthful 20 ends), individual other application state then can be consulted shown in Figure 7, can be more cheer and bright, so can finish the construction sequence of bond successively of the present invention in advance.

Please consult shown in Figure 8 again, in the construction sequence of bond successively of the present invention shown in Fig. 4 to 7, set up with auxiliary stand A in the forward and backward both sides of this overlap-building unit member 100, so that 100 of overlap-building unit members in the bond, front and back are more firm, and unlikely generation is rocked.

Please cooperate shown in Figure 9 again, after the construction of bond successively of finishing the part overlap-building unit member 100 of the present invention shown in above-mentioned Fig. 4 to 8, again with grouting equipment or facility, as grouting machine or mortar spray gun, impose the grouting construction step, promptly be positioned at the containing hole 30 of each overlap-building unit member 100 of top layer from this, inject cement paste in regular turn, priming charge mud is then along on each overlap-building unit member 100, the containing hole 30 that following bond communicates makes a long driver directly to descend (shown in the direction of arrow among Fig. 9), and it is because lower slightly than the end face of overlap-building unit member 100 by the end face of rib 41 and projection 40 formed containing holes 30, therefore cement paste can built flowing of folded unit member intercropping horizontal direction, and make cement paste can evenly be covered with the inside of overlap-building unit member 100, so that 100 of each overlap-building unit members are linked fully, simultaneously, projection 40 in each containing hole 30 can also its projection design and strengthen with cement paste and link the area that fixes, form closely and link.

Please cooperate shown in Figure 10 again, overlap-building unit member 100 of the present invention as shown in Figure 9 is in bond grouting construction process, be not to be under the complete bond completion status of this metope, to carry out, but grouting at once after the part bond is finished, in other words, promptly under the state of a bond one side grouting simultaneously, progressively finish the formation of metope.

Please consult Figure 11 again, shown in 12, progressively finish the construction sequence of bond successively and Fig. 9 of above-mentioned Fig. 4 to 8, after 10 the grouting construction step, be positioned at bond in overlap-building unit member 100 constructions of top, the overlap-building unit member 100 of the following one deck of then going ahead of the rest is clipped suitable height (please refer to shown in Figure 11), just can overlap-building unit member 100 of ccontaining bond with the spatial altitude of reserving top layer, and put with a supporting plate B in advance prior to the bottom pad of the overlap-building unit member 100 of this top layer, and according to Fig. 9,10 grouting construction step, in these overlap-building unit member 100 inner grouting, and move into this corresponding metope bond position (shown in the direction of arrow among Figure 11) again, and with this supporting plate B row extraction (shown in the direction of arrow among Figure 12) again, so that this cement paste that is positioned at the overlap-building unit member 100 of the top layer bond of metope is able to clip height with time one deck and the overlap-building unit member of finishing 100 that has been in the milk combines, so finish building wall built-up from layers of building elements step of the present invention.

Please cooperate shown in Figure 13 again, overlap-building unit member 100 of the present invention shown in Figure 11,12 is in the construction of the top layer of metope, also can clip adjustment according to the height that the bond height of last top layer is made top layer overlap-building unit member 100, and the bond and the grouting way of the overlap-building unit member 100 of this top layer, then can implement, also can reach identical effect according to bond shown in Figure 11,12 and form of construction work.

Please cooperate shown in Figure 14,15 again, in the building wall built-up from layers of building elements method of the present invention shown in Figure 11 to 13, the processing and the job practices of the overlap-building unit member 100 of this top layer, also can be implemented according to the method shown in Figure 14,15, also being about to desire to clip overlap-building unit member 100 highly is positioned in the bond layer of lower level (as second or the 3rd layer), thus, then can make metope after finishing, reach complete effect attractive in appearance.

Please consult Figure 16 again, shown in 17, what Figure 16 was shown is at Fig. 9, one embodiment of the grouting construction step shown in 10, that is cooperate site operation and the pattern of the facility that are in the milk, for example: in bond construction successively, cooperate high-pressure spray gun to implement grouting with rubber tube, in addition on the grouting construction of top layer bond element 100, also can adopt Implementation Modes shown in Figure 16, promptly offer with plurality of holes 50 in the wall appropriate position, front and back of the overlap-building unit member 100 of this top layer, 50 of each holes are connected with this containing hole 30, so that this cement paste injects this overlap-building unit member 100 inside (as shown in figure 17) by facility in the high pressure mode from this hole 50, and again with detent plug elements such as embolism (not shown), detent plug and reaches and Fig. 9 in this hole 50,10 identical construction effects.

Please consult Figure 18 again, shown in 19, overlap-building unit member 100 of the present invention as shown in Figures 1 to 3, should build 10 and build mouthfuls 20 and vertically highly upwards prolong a suitable length, so that this overlap-building unit member 100 is on doing, when down vertical bond is constructed, make this block 10 and build mouthful 20 structure divisions that upwards prolong height and be able in the containing hole 30 of overlap-building unit member 100 that correspondence embeds the last layer bond again (as shown in figure 19), with strengthen each overlap-building unit member 100 before, on the back reaches, vertically make up bond intensity down, to reach as implementation result shown in Figure 8, bond is more convenient on constructing in successively and make this overlap-building unit member 100, firmly.

Please consult Figure 20 again, shown in 21, wall construction method of the present invention shown in Fig. 1 to 19, other can be applicable to the formation construction as load bearing wall, it draws, and level is whole puts with high, successively the job practices of the construction sequence of bond and grouting construction and above-mentioned general metope formation is roughly the same, different persons are that this each overlap-building unit member 100 is after implementing bond construction successively, in each containing hole that vertically communicates 30 of each overlap-building unit member 100, then plant respectively with reinforcing bar C, this reinforcing bar C has a continued access end C1 and the continued access that can make progress (as to be spirally connected or welding manner) other reinforcing bars C (as shown in figure 21), thereby finishes the plant construction of reinforcing bar C longitudinally.

Please cooperate Figure 22 again, shown in 23, when finishing as Figure 20, after the longitudinal reinforcement construction shown in 21, then in the apical margin front side of the overlap-building unit member 100 of suitable height and position institute bond, then laterally offer with hole slot 60, to install transverse reinforcement C, and this reinforcing bar C exceeds to imbed fully not protrude in the hole slot 60, and both infalls of and the horizontal reinforcing bar C that plant vertical at this, impose colligation and fix (as shown in figure 23), in order to imposing as Fig. 9, during grouting construction step shown in 10, this reinforcing bar C is located, and and the most firm binding combination of 100 formation of each overlap-building unit member.

Please consult Figure 24 again, shown in 25, person shown in Figure 24 is another embodiment state of Figure 22, that is after the plant construction of finishing as above-mentioned longitudinal reinforcement C shown in Figure 21, promptly the overlap-building unit member 100 at suitable height links on the metope of forming, to cut out a groove D as hand-held abrasive machine, to expose the part of the reinforcing bar C that finishes vertical plant, directly insert transverse reinforcement C again, and simultaneously this vertically and horizontal reinforcing bar C infall in addition colligation fix, this transverse reinforcement C is fixed within this groove D, and cover the zone (as shown in figure 25) that this groove D is sealed in pad E (as the strip template) stitching with one again, to implement as Fig. 9, grouting construction shown in 10, and after the cement paste in this overlap-building unit member 100 solidifies, again this is covered pad E and remove, and also can reach the rapid formation load bearing wall shown in Figure 20 to 23 and strengthen effect and the effect that load bearing wall is constructed.

Under the explanation by specific embodiment such as the technology of above building wall built-up from layers of building elements method of the present invention, operation, application states, when advantage of the present invention, practical effect and industrial utilization being summarized as follows:

(1) the bond work progress is simple and direct; Needn't be successively with manually one by one the bond trowel grout and connect, can have a large amount of bonds fast in series ground to become metope, save man-hour and manpower, and can effectively reduce the construction cost of metope.

(2) it is firm to be applied to the metope bond; Adopt bond, the grouting way construction of seriation, except that can saving construction cost and manpower, establish with some projections 40 such as containing hole 30 perisporiums in each overlap-building unit member 100, thereby can make the organizational styucture strength-enhanced of 100 of the cement paste of perfusion and each overlap-building unit member 100 and each overlap-building unit members.

(3) the rapid construction that is applicable to load bearing wall constitutes and strengthens metope structure; The invention reside in metope and constitute in the construction, can be applicable to the formation construction of load bearing wall, and exempt the complicated construction pattern of RC wall in the past or brick wall, and replace, and have the effect that the RC wall construction that matches in excellence or beauty is strengthened intensity simultaneously with the form of construction work that can finish rapidly.

(4) bond is built and is connect accurately, and metope can be exempted a large amount of follow-up repairings, the construction of leveling; Because the block of overlap-building unit member 100 of the present invention 10 and build mouthfuls 20 provides accurately the coincide block of each overlap-building unit member 100 when bond construct to connect, and can guarantee the quality and the accuracy of building wall built-up from layers of building elements.

In sum, the present invention be in fact utilize law of nature height technological innovation for it, especially constitute on the method, technological means of construction in metope with this overlap-building unit member wherein, real is not seen before, and on building wall built-up from layers of building elements, construction quality and accuracy, the practical effect and its intended purposes that all can reach simple and direct, rapid, promote building wall structural strength and quality.

Claims (13)

1, a kind of method of building wall built-up from layers of building elements is characterized in that comprising some overlap-building unit members, and the both sides external limit of this overlap-building unit member is respectively equipped with a block head and and builds mouth, and this block head is corresponding identical shape with the block mouth; And the inside of this overlap-building unit member separates some containing holes by rib, and this containing hole from top to bottom runs through this overlap-building unit member; Level is whole puts with high step its whole putting with high to draw earlier for each overlap-building unit member, and is piled up; Impose bond successively again, a block head and a block mouthful relative interlocking with each overlap-building unit member connect step to make left and right adjacent block, and successively upwards make vertical bond; And impose grouting step again, and promptly be in the milk with plant by each containing hole, and affixed by the binding of the containing hole that is connected between each overlap-building unit member, to form metope structure.

2, the method for building wall built-up from layers of building elements as claimed in claim 1 is characterized in that: the containing hole inwall of this overlap-building unit member is provided with projection, with behind grouting construction, strengthens link firm with the contact area of cement paste.

3, the method for building wall built-up from layers of building elements as claimed in claim 1 is characterized in that: the block head of this overlap-building unit member and build mouthful, when bond construction successively, can clip, and be positioned at the element of and arranged on left and right sides bond when making the metope bond.

4, the method for building wall built-up from layers of building elements as claimed in claim 1, it is characterized in that: vertical height of the block head of this overlap-building unit member and block mouth can suitably be increased, make this overlap-building unit member when bond successively, this block head and block mouth form fixing in the containing hole of the overlap-building unit member on the corresponding embedding of vertical bond upper strata.

5, as the method for claim 1 or 4 described building wall built-up from layers of building elements, it is characterized in that: in this overlap-building unit member by the upper and lower end face of rib and the formed containing hole of projection two longitudinal terminal surfaces a little less than the overlap-building unit member.

6, the method for building wall built-up from layers of building elements as claimed in claim 1 is characterized in that: this overlap-building unit member when bond successively, can be in forward and backward two sides in conjunction with support, with firm this overlap-building unit member is unlikely rocks.

7, the method for building wall built-up from layers of building elements as claimed in claim 1, it is characterized in that: this overlap-building unit member that is positioned at top is when bond construction successively, prior to the bottom pad with a supporting plate and impose grouting, insert again on the overlap-building unit member of its lower floor, then remove supporting plate, combination so that the overlap-building unit member of the cement paste in the overlap-building unit member of this top layer and this lower floor is connected.

8, the method for building wall built-up from layers of building elements as claimed in claim 1, it is characterized in that: this is positioned at the overlap-building unit member on top, be provided with plurality of holes in front end surface, this hole then is connected with containing hole, with after bond construction successively, directly this containing hole is imposed grouting construction, so that cement paste is through this overlap-building unit member of containing hole filling via hole.

9, the method for building wall built-up from layers of building elements as claimed in claim 1 is characterized in that: this overlap-building unit member in the containing hole that respectively communicates in each overlap-building unit member, vertically plugs with reinforcing bar, to strengthen its bond structure after bond construction successively.

10, the method for building wall built-up from layers of building elements as claimed in claim 8 is characterized in that: this reinforcing bar of inserting in the containing hole has a continued access end, and the continued access that can make progress engages other reinforcing bars.

11, as the method for claim 1,2 or 9 described building wall built-up from layers of building elements, it is characterized in that: this overlap-building unit member is when bond construction successively, top leading edge in the overlap-building unit member in a row of suitable height offers a hole slot, with ccontaining transverse reinforcement, this infall vertical and transverse reinforcement imposes colligation and fixes.

12, as the method for claim 1,2 or 9 described building wall built-up from layers of building elements, it is characterized in that: this overlap-building unit member is after bond construction successively, overlap-building unit component surface in suitable height, laterally cut to cut with hand-held abrasive machine and establish a groove, with a ccontaining transverse reinforcement, this vertically with transverse reinforcement intersect part and impose colligation and fix.

13, the method for building wall built-up from layers of building elements as claimed in claim 12 is characterized in that: this groove is ccontaining in transverse reinforcement, the fixing back of colligation is sealed to cover pad, so that this overlap-building unit member is imposed grouting construction.

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